Research Article  Open Access
Tugrul Talaslioglu, "A New Genetic Algorithm Methodology for Design Optimization of Truss Structures: BipopulationBased Genetic Algorithm with Enhanced Interval Search", Modelling and Simulation in Engineering, vol. 2009, Article ID 615162, 28 pages, 2009. https://doi.org/10.1155/2009/615162
A New Genetic Algorithm Methodology for Design Optimization of Truss Structures: BipopulationBased Genetic Algorithm with Enhanced Interval Search
Abstract
A new genetic algorithm (GA)methodology, BipopulationBased Genetic Algorithm with Enhanced Interval Search (BGAwEIS), is introduced and used to optimize the design of truss structures with various complexities. The results of BGAwEIS are compared with those obtained by the sequential genetic algorithm (SGA) utilizing a single population, a multipopulationbased genetic algorithm (MPGA) proposed for this study and other existing approaches presented in literature. This study has two goals: outlining BGAwEIS's fundamentals and evaluating the performances of BGAwEIS and MPGA. Consequently, it is demonstrated that MPGA shows a better performance than SGA taking advantage of multiple populations, but BGAwEIS explores promising solution regions more efficiently than MPGA by exploiting the feasible solutions. The performance of BGAwEIS is confirmed by better quality degree of its optimal designations compared to algorithms proposed here and described in literature.
1. Introduction
The steel structures consist of hotrolled steel profiles with different crosssectional properties. The optimum design of steel structures is considered as a constrained optimization problem. Modern optimization methods used in the design of steel structure as well as in a number of engineering design problems are inspired by natural phenomenon, such as survival of the fittest, immune system, swarm intelligence, simulating annealing, and ant colony (Saka [1]). These methods explore the problem space utilizing the global or local searchbased algorithms. Moreover, it is also possible both to incorporate a local search algorithm into a global search, namely, hybridization of algorithms (memetic algorithms) and to run them in parallel (Moscato [2], Radcliffe and Surry [3], CantúPaz [4]).
The powerful member of these algorithms is evolutionary algorithms (EAs). EAs mimic the process of natural evolution. The evolutionary computation is achieved by either simultaneously examining and manipulating a set of possible candidate individuals or using a special individual along with its neighbors in the generation of new individuals.
Genetic algorithm (GA), a member of EAs, is a populationbased global search technique based on the Darwinian evolutionary theory (Holland [5], Goldberg [6]). The preliminary approach of GAs is SGA (see a pseudocode in Algorithm 1). SGA guides the evolutionary search by a single population . The size of is denoted by . Individuals are encoded in a string scheme associated with one of the codes of the binary, integer, and real. In the evolutionary search, the promising individuals and are chosen from the population by a selection operation (roulette wheel, stochastic universal sampling, ranking, truncation, etc.). Then, the individuals chosen are applied to recombination and mutation operation (one or multipoint crossover and mutation, uniform crossover, etc.). These evolutionary operations (mutation , crossover , and selection ) are governed by their related evolutionary parameters (mutation and recombination probability rates, selection pressure, etc.). The population evolved by the application of these evolutionary operators is decoded. Then, the fitness values are computed by use of this population. The evolutionary search is executed to transmit (migration) the individuals (emigrant and immigrants) to the next populations until satisfying a predetermined stopping criteria (e.g., completion of a generation number ).

SGA is more flexible optimization tools. Therefore, it is possible to achieve a balance between two main genetic features: exploration of promising locations in the search space and exploitation of best solutions obtained. The accuracy of this balance has a big effect in the determination of SGAs’ performance associating with the quality of solution, speed of convergence and generation of feasible solutions, and so forth. If this balance is not appropriately achieved throughout the generations, a stagnation problem in the progression of evolutionary search is occurred after an equilibrium state. This equilibrium state is called immature convergence. Figure 1 (depicted the local maxima by +'s) can be used for highlighting the reason of immature convergence. As seen in Figure 1, exploration of the trajectory to the global maxima is provided only by maintaining the migration of the populations. That is, if keeping the variations among the populations and the diversity within populations, then the quality of migration will increase, and so, the exploration of the global maxima embedded in one of the subregions will be more powerful in attributes of the geographically nearby populations. In this regard, the task about how the computational cost required for this balance to be minimized leads to the emergence of new GAs.
In this study, a bipopulationbased genetic algorithm methodology named BGAwEIS, whose crucial elements are developed by utilizing the fundamentals of SGA, is applied for the design optimization of truss structures. BGAwEIS utilizes feasible solutions to collect valuable genetic heredity from potential ancestors and to transmit it to offspring. For this purpose, two populations are employed for the transmission process. An intensive search of subregions of entire solution region is provided by gradual exploration strategy developed for BGAwEIS. Moreover, the dominance of similar feasible solutions in next generations is prevented by recreation of the populations at certain generation numbers. In order to asses the quality of optimal designations generated by BGAwEIS, optimal design results obtained by both SGA and existing approaches outlined in the literature are considered. Furthermore, a multipopulationbased genetic algorithm (MPGA) approach is proposed to investigate the effect of usage of multiple and single populations on the quality degree of optimal designations. For this purpose, an optimization tool called GEATbx coded in MATLAB is utilized to compute the evolutionary processes of MPGA (Pohlheim [7]).
This paper is organized as follows. The next section presents a background concerned existing design optimization approaches; Sections 3 and 4 contain the optimum design problem and main elements of BGAwEIS including the basic principles of MPGA associated with GEATbx; design details and examples are provided in Sections 5 and 6, sequentially; conclusion is presented in last section following Section 7 that summarizes the discussion of results.
2. The Review of Major Design Optimization Approaches Used in the Design of Steel Structures
A summary of major optimization approaches and their applications to the design optimization of steel structures are presented by a brief introduction. In this regard, the first part reviews the preliminary studies. Second part evaluates the evolutionary algorithms including their hybrid and parallel models. In this summary, it is intended to present the most representative works in a chronological order.
2.1. Preliminary Studies
The preliminary studies on the design optimization of steel structures are based on gradientbased mathematical programming techniques. Linear programming approach was widely utilized for weight minimization of truss structures, considering structural responses under both elastic and plastic behaviors (Cornell [8]), Bigelow and Gaylord [9]). Nonlinear programming was usedasan alternative method to linear programming. Majid and Elliott [10] applied nonlinear programming to optimize the weight of a twobay four storey frame. Afterwards, sequential linear and quadratic programming techniques (SLP and SQP) were widely used for the design optimization of steel structures. Vanderplaats and Sugimoto [11] developed a design technique “automated design synthesis” utilizing the approaches of SLP and SQP. Automated design synthesis method was proposed for minimizing the weight of frames with various bays and stories under static and seismic loadings by Karihaloo and Kanagasundaram [12], and Gülay and Boduroğlu [13]. The optimization techniques based on nonlinear programming were used for generation of optimal designations for steel structures under different loading conditions and design requirements (Lassen [14], Wang and Grandhi [15], Salajegheh [16], Hernández[17]).
Optimality criteria method (OCM) is another challenging method. Hybridizing the nonlinear mathematical programming with Lagrange multipliers for inclusion of constraints forms the basis of OCM (Arora [18], Cameron et al. [19]). Saka and Hayalioglu [20] used OCM for optimization of geometrically nonlinear steel structures made of elastoplastic material. Hayalioglu and Saka [21] proposed OCM for design optimization of frames with nonuniform crosssections. Chan et al. [22, 23] carried out the weigh minimization of threedimensional steel structures with discrete crosssections by OCM. They devised a transformation process for continuous and discrete design variables. Saka [24] optimized a frame design with tapered members thereby firstly computing the member responses under external static loadings and combining them by Lagrange multipliers to generate depth variables. Saka and Kameshki [25] used OCM for design optimization of unbraced rigid frames considering constraints imposed by sway deflections and member stresses.
2.2. EvolutionaryBased Optimization Studies
Evolutionary computation based on simulation of natural evolutionary is a new approach used in the design optimization of steel structures. Due to being appropriate for both traditional and novel computation applications in the field of structural engineering, evolutionary approaches whose major members are GAs by Holland [5], evolutionary programming (GP) by Fogel et al. [26] and evolutionary strategies (ES) by Rochenberg [27] have been improved by new implementations, such as hybrid and parallel searches. Therefore, research developments on three major EAs are firstly reviewed. Then, subsection provides an overview of recent developments concerned the issues of parallel and hybrid implementations.
GP is managed by programs defined by pointlabeled parse trees used to describe the node and elements in the steel structure. The most important step in GP is the determination of the size and shape of parse trees for a design problem (Keijzer and Bobovic[28, 29]). Cevik [30] used a GP methodology, namely, a geneexpression programming, for determining rotation capacity of wide flange beams.
ES uses a population of tentative design solutions and generates the populations using several genetic operators with selfadaptive parameters (Back and Schwefel [31, 32]). Cai and Thierauf [33] proposed an evolutionary strategy without selfadaptive parameters for the design optimization of steel structures. Similar approaches were also utilized for the design optimization, such as ES with selfadaptive parameters for discrete and continuous design variables (Ebenau et al. [34], Rajasekaran [35], and Baumann and Kost [36]).
One evolutionary algorithm approach is the SGA. Due to its flexible structure, its genetic components have been improved. Taking into account the usage of genetic components, the studies are grouped into two general categories.
(i) Genetic Operators with Adjustable Parameters and Representation of Design Variables
Hajela [37] introduced a representation technique for discrete design
variables. Thus, the lower and upper bounds of continues design variables were
used to compute the values of discrete design variables with any determined
precision. He discussed the negative effect of higher precision values leading
to a largerlength binary representation. Adeli and Cheng [38] presented a decoding technique in order to use binary coded strings for continues design variables. Chen [39] discussed the lack of proportional selection operation leading to stagnation problem in evolutionary search. He showed that usage of both scaled fitness values which are computed considering certain statistical quantities of fitness values and crossover operator which was applied at different rates to the same individual improved the quality degree of optimal designations. Yang and Soh [40] pointed out that the tournament selection method was more efficient than the existing selection methods considering quality degree of optimal designations. The use of graph theory for GAs is one of the new developments in structural optimization problem. Wang and Tai [41]
devised a graph representation for the topologyrelated design variables in structural optimization problems. Kaveh and Kalatjari [42] utilized the graph theory for representation of the sizerelated design variables and force method for structural analysis. Thus, grouping of truss design variables according to magnitude and sign (compression and tension) of stress becomes a new challenging approach in the design optimization of steel structure (Saka [43],
Saka et al. [44], Toğan and Daloğlu [45]).
(ii) Constraint Handling for Evaluation of Fitness Values
Camp et al. [46] devised a penalty function with several variables for
design optimization of twodimensional steel structures. The negative effect of
this approach leading to an inaccurate penalization was shown by Rasheed [47]. In
order to cope with this task, Rasheed [47] utilized an adaptive approach for
handling the constraints. For this purpose, a penalty function was used to
compute the penalty values based on an adaptation of penalty coefficients with
respect to the penalty degree. Le Riche et al. [48] divided the population into
small groups and applied a penalty function with different variable
coefficients for each group. Coello [49] used two populations for the
generation of a new population thereby comparing the penalized values. Nanakorn and Meesomklin [50] improved the penalty function by an adaptive procedure.
One of the alternative approaches to
the penalty function is artificial immuneinspired model (Garrett [51]). Firstly, Yoo and Hajela [52] utilized this approach for solving design optimization
problem. They employed two populations: one population was used to compute
penalty values, while the other one measured the hamming distance between
penalized fitness values. Coello and Cruz Cortés [53] improved Yoo and Hajela’s
technique by devising an adaptive evolutionary mechanism against the necessity
for a penalty function.
Hybrid and Parallel SearchBased Evolutionary Algorithm Approaches
In order to improve the flexibility and efficiency of evolutionary
algorithms, utilizing the hybrid or parallel models of evolutionary search
algorithms is one of the important attempts.
The hybridization concept is emerged by use of local search methods for evolutionary algorithms as a complementary tool. Local search methods are
proposed to propagate the genetic information obtained throughout evolutionary
process into the next generations. One powerful hybridization model is memetic
algorithm. This biological learning mechanism is associated with Dawkins’
notion of a meme defined as a unit of cultural evolution
(Dawkins [54]). Two important approaches, namely, Lamarckian and Baldwinian approaches
make use of this learning mechanism for their evolutionary processes. Whereas
the structure of chromosome and its fitness value are changed in the
Lamarckian’ approach, Baldwinian’ learning mechanism only affects the fitness
value of chromosome without any change in its structure. In the hybridization
of evolutionary algorithms with local search method, the converging speed to
the global optima may be lower than the case of using a pure evolutionary
search algorithm without any hybrid implementation (Ong and Keane [55]). In
order to increase the converging speed, a new memetic algorithm, namely
coevolving memetic algorithm, is developed. Its fundamentals as well as a
comprehensive review of the basic approaches based on this algorithm are
presented by Smith [56].
The concept of parallel search is introduced to evolutionary algorithms
thereby employing a number of computer processes with distributed or shared memories
for a global population or a divided global population into small populations
(subpopulations) (CantúPaz and Goldberg [57],CantúPaz [58, 59]). Parallel
systems not only preserve diversity within the current populations, but also
ensure a perpetual novelty for populations to be generated in a way of disseminating
the different characteristic features embedded in the chromosomes to next
populations. Among evolutionary algorithms the GAs are preferably chosen for the
parallel applications. The basic genetic models utilized in parallel
search are grouped into four main classes (CantúPaz [4]).
(a) Masterslave GA. It uses a single
population, while master processor is employed to collect valuable genetic information,
slave processors service are responsible to compute the fitness values for a
certain number of individuals (Grefenstette [60], Robbins [61] and Levine [62]).
(b) Fine grained GA or cellular GA. The larger
number of processors is assigned for fitness evaluation of subpopulations. Due
to the higher number of processors, one of difficulties is encountered during
the decision about how the computer processors to be designed and arranged
(Baluja [63]).
(c) Coarse grained GA or distributed GA. It has
several similar properties of fine grained GA (migration implementation and
multiple population usage) with an exception of using smaller number of
processors. The ease of designing and arranging the computer processors makes
this model more attractive compared to cellular GA (Herrera et al. [64]). The
distributed GA is performed depending on migration related parameters (policy,
topology, frequency etc.) (Cohoon et al. [65], Alba and Troya [66], Skolicki
and De Jong [67]). Moreover, the other important issues for migration policy are
the number and frequency of migration, replacement of immigrants, size of
populations and migration topology (Tanese [68, 69]). The migration related
processes are directly responsible for determining the excitation order of
computer processors. Moreover, if any computer processor waits to run the
migration process for exchanging the individuals, then this parallel search is
called as “synchronous,” otherwise “asynchronous” (Alba and Troya [70]).
One of the basic models utilized by the distributed GA is island model. Several distinct subpopulations are isolated with each other, but communicated
by a migration process. Evolutionary operators are applied to each
subpopulation. If the parameter values of evolutionary operators are adjustable
for each subpopulation being important for an independent exploration of
different region of search space, then island model of this type is named as
homogenous and nonhomogeneous distributed GA (Alba and Troya [70]).
(d) Hybrid GA. Distributed GA can be
straightforwardly implemented on the parallel systems consisted of a number of
computer processors providing a considerable profit to the evolutionary search
in a way of decreasing the computing time. Therefore, by itself, distributed GA
is hybridized with existing search methods at different hierarchical levels. The hierarchical level is determined according to the use of evolutionary tools
and operators for the structured population. In the determination of any
hierarchical scheme, one of the most important steps is how the population to
be structured according to a latticelike topology.
The
cellular GA is also successfully used in the hybridization models (Martin et
al. [71]). However, the complexity degree of cellular GA is higher than distributed
GA due to the increased size of both its subpopulations and underlying grid
system consisted of computer processors. Alba and Troya [70] compared the
cellular, distributed GAs and their hybrid models. They showed that numeric
efficiency and resistance to scalability was increased by the distributed
versions of cellular GA. In order to improve the exploitation capability of the
cellular GA in a way of increasing the converging rate, it was hybridized with
a local search method, named as cellular memetic algorithm. (Folino et al. [72]). Afterwards, cellular memetic algorithm was enhanced by an implementation of an adaptive
mechanism. (Krasnogor and Smith [73]), Neri et al. [74], Caponio et al. [75],
and Quang et al. [76]).
Sakamoto and Oda [77] hybridized GAs with optimality criteria method for
topology and size optimization of truss structures. While the topology of truss
structure was evolved through GA, optimality criteria methods determine the
crosssectional areas of truss bars. Soh and Yang [78] devised a GA approach that
is managed by the fuzzylogicbased rules. This approach was applied for weight
minimization of structures and achieved to obtain more optimal designations
compared to SGA’s.
Adeli and Cheng [79] were developed a parallel GA called “concurrent GA.”
They utilized a number of computer processors in parallel for the design
optimization of truss and frame structures. Topping and Leite [80] utilized this
parallel GA for the design optimization of a bridge, considering a number of
constraints. Adeli and Kumar [81] used a network consisted of computer
processors for optimization of largespaced steel structures. Sarma and Adeli [82]
hybridized the coarse grained GAs with the fuzzy logic search method, for
design optimization of threedimensional frame structures.
Tanimura et al. [83] proposed an
island model for design optimization of truss structures taking into account
several constraints. They utilized a new penalty function and compared their
optimal designations with SGA. They showed that their island model was more
efficient than SGA. Kicinger et al. [84] utilized the island models for both
topology and size optimization of tall buildings made up with steel profiles. They used two migration topologies (ring and fullyconnected topology) with
various migration strategies for the design optimization of twodimensional
frame with the bracing elements of various types. They showed that the quality
degree of optimal designations is improved when island models were executed by using
higher number of subpopulations. Then, Kicinger and Arciszewski [85] made use
of MAs in the design optimization of same steel structure. Examining various
genetic operators and their related parameters, they showed that the MAs were
more successful than GAs.
Kaveh and Shahrouzi [86] proposed
implementing the graph theory for MAs. Lamarckian and Baldwinian approaches
were adapted to optimize the frame bracing layouts of steel frames. Moreover,
the application of these approaches is illustrated for a twodimensional steel
frame. They compared their optimal results with SGAs and displayed that whereas
Lamarckian approach reduces the topological variance with a more converging
rate, the better results are obtained by an incorporation of a dynamic mutation
band control to the Baldwinian approach.
Karakasis et al. [87] devised a radial
basis function network for the distributed GA and applied it to an aerodynamic
shape optimization problem. They compared four variants of GA and concluded
that their distributed versions offer an additional advantage in the
exploration of the interconnected processor network. Then, in order to carry
out the shape optimization of same design problem, they devised a hierarchical
distributed evolutionary scheme thereby adapting both the aerodynamic design
formulation and a navierstoke equation solver into a radial basis unction
network (Karakasis and et al. [88]). Liakopoulos et al. [89] utilized a grid
system consisted of a number of computer processors for performing the
hybridization of hierarchical and distributed algorithms.
3. Optimum Design Problem
In this study, the weight of steel structure is minimized by taking the constraints of maximum allowable stresses and displacements into account. The evolutionary operations are operated on a population of tentative designations with binary, integer, and real codes which contains the design variables of discrete and continues types. Genetic operators are carried out by use of either phenotypic or genotypic representations of design variables. The representations of design variables encoded in genotype level are either kept in all levelsof evolutionary computation or decoded for fitness evaluation in phenotypic level. The fitness values of tentative design solutions are adjusted according to the violation of constraints. In case of constrain violation; the penalized value is included into fitness value by a penalty function.
The weight of truss system and constraints are formulated as subject to
Here, represents weight of the truss system. ρ is the density of steel, and are the length and crosssectional area of th member, respectively; is the total number of members in the truss system. and symbolize the stress and the maximum allowable stress for th member. is the displacement at th degree of freedom while is the total degree of freedom of nodes. represents the maximum allowable displacement for th degree of freedom. Constraints and controls the joint displacements and element stresses, considering the allowable displacement and stress values. The number of constraints is determined by and which indicates the number of joints and displacements to be constrained.
The violation of constraint is penalized. The penalization process is used to obtain a penalty value. Thus, the fitness value is obtained by the sum of weight of the truss system and penalty value . is used in weight minimization of truss system. The minimization process is formulated as where the term “” is given in (1) and is In (4), the stress constraint is expressed as and displacement constraint as
The values of the constants in the calculation of the penalty value are taken as , , and = current generation number as given in Hasançebi and Erbatur [90].
4. An Introduction of BGAwEIS and MultipopulationBased Genetic Algorithm (MPGA)
The main features of BGAwEIS are similar to the island models with respect to the usage of multiple populations and static parameters in the evolutionary operators. In order to asses the effect of multiple populations on the quality of optimal designations, MPGA is proposed. It is able to perform the evolutionary processes with one processor and also capable of performing the evolutionary operations with static parameters on multiple populations. The fundamentals of BGAwEIS and MPGA are summarized in the following sections.
4.1. BGAwEIS
Parallel GAs are perfect evolutionary tools due to its flexibility structure which is adaptable to various environmental conditions. They utilize a number of processors and populations simultaneously. Considering the elevated number of interacting characteristics, it is said that parallel GAs have “complex mechanisms.” While using smaller number of populations decreases this complexity, the quality of optimal solutions drops due to insufficient exploitation of genetic heredity. On the other hand, with increasing number of populations the adjustment of the values of related evolutionary parameters becomes increasingly difficult and cause a slow down in the variation among populations. This effect prevents the exploration of promising solution regions (CantúPaz [4]). Therefore, a balance between exploitation of genetic heredity and exploration of promising solution regions should be achieved. For this purpose, an appropriate number of populations must be used for transmitting of the genetic heredity extracted from highquality solutions. In this regard, a new GA, namely, bipopulationbased Genetic Algorithm with Enhanced Interval Search (BGAwEIS), is developed. The basic features of BGAwEIS are itemized as follows.
(i)The design constraints may increase the complexity of the search in the solution region (Eiben and Ruttkay [91]). The largeness of the solution region affects the exploration efficiency of the GA. If the feasible solutions are utilized in the exploration of the solution region, then more promising individuals located in some other regions may be obtained. Therefore, BGAwEIS utilizes feasible solutions in order to compose the genetic heredity. The valuable genetic heredity obtained is adapted to current populations by transmission processes called “extraction” and “insertionbased transmission processes.”(ii)Two populations called “outward” and “inward” within a core population are used in transmission processes in order to investigate the unknown subsolution regions and use the genetic information obtained from previously visited candidates to explore better candidates. Transmission process is achieved by regenerating a population through migration among the feasible solutions taking into account of gradual exploration strategy developed for utilizing the promising subsolution regions of the entire solution region. Because, the exploration capacity is increased by dividing the entire solution region into subsolution regions. As a result, promising feasible solutions are used to explore more promising solution regions.(iii)The similar feasible solutions which may be dominated in the search or feasible solutions obtained may be not enough to explore the entire solution region. Therefore, the core population is recreated at certain generation numbers.(iv)The evolutionary processes are governed by four parameters depending on the number of design variables, size of solution region, and SGArelated mutation, crossover, selection parameters (): size of populations, number of generations, number of subsolution before search and number of generation for exploration strategy.
The main elements of BGAwEIS are described in the following sections. An example which clarifies how BGAwEIS works is also included.
Main Elements of BGAwEIS
BGAwEIS completes one generation after five interdependent procedures
with two populations within a core population (see the pseudocode in Algorithm 2).
The number of subpopulations SubpopNum indicated by the number of populations which is obtained by dividing the global
population into small populations is taken as 1; the number of individuals
contained in each subpopulation SubpopNum is equal to the value of parameter
The populations are called inward population , outward population within core population . These populations have the same total number of
individuals and every individual in each population has the same number of
design variables assigned to it. The interdependent procedures are extractionbased
transmission, fitness calculation, insertionbased transmission, recreation of
the population and application of SGA operators. In addition, gradual
exploration strategy is applied for utilizing promising solution regions.
Several parameters are specified prior to the evolutionary process of
BGAwEIS considering size of solution region (SSR) and number of
design variables (NDV). These parameters are number of
generations (NG), size of
population (SP), number of
generations for gradual exploration strategy (NGGES), and number of subsolution regions before search (NSBS). The data outcome after the
completion of search is number of feasible solution (NFS) and number of subsolution regions after the search (NSAS).
The solution regions are composed of a design vector which
consists of design variables indicating the crosssectional areas of the truss members. The design
variable has an upper bound and lower bound . The
value of any discrete design variable in onedimensional solution region will
be between and . defines the total number of different crosssectional
areas in the discrete design variables set.
BGAwEIS works on a multidimensional solution region which is divided into
onedimensional subsolution regions and accomplishes the search within these
solution regions, simultaneously. In this regard, onedimensional subsolution
region bounded by and is divided into equal
segments as shown in Figure 2. The number of segments is denoted by NSBS. The value of NSBS is proportional to SSR. The bounds of each segment are and . If desired, NSBS can be changed.
The boundaries of subsolution regions are gradually enlarged. This
approach is called “gradual exploration strategy” and activated by NGGES. The value of NGGES is specified by the ratio of NG to NSBS. NSBS is
proportional to parameter SSR. After the current generation number becomes equal to the value of NGGES, the value of NSBS is decreased. Thus, the bounds
of subsolution regions are enlarged.


4.1.1. Extraction Based Transmission
In this process, the individuals that come from the core population are regenerated in order to generate inward and outward populations. The number of individuals located in these populations is limited by SP. In the construction of the inward population, the individuals taken from core population are regenerated by converging them to the best solution of the feasible pool
In the generation of the outward population, the individuals taken from core population are regenerated by diverging them to the bounds and of the design variable. Furthermore, in the generation of the outward and inward populations, the onedimensional solution region is divided into equal segments. While these segments are used to generate the outward population, the position of the best feasible solution with respect to these segments is used to generate inward population. In order to regenerate the individuals of and , the corresponding segment and used for the individuals located in is determined. This is followed by finding out the position of the best feasible solution in the feasible solution pool to the corresponding segment and . There are three possible locations for relative to the corresponding segment (Figure 3): (i) below, (ii) above, and (iii) within the corresponding segment.
is regenerated by taking into account the segment and used for the individuals of . The individuals of are forced to simultaneously diverge to both and by taking into account , , , and . An algorithm based on the possibilities shown in Figure 3 is developed for the regeneration of from (see (7). In order to explore entire solution region, two individuals are simultaneously produced for the regeneration of ,
is regenerated by taking into account the segment and used for the individuals of the . The individuals of are forced to converge to the by taking the , and into consideration. An algorithm based on the possibilities shown in Figure 3 is developed for the regeneration of from :
An application of extractionbased transmission on twodimensional solution region represented by two design variables is graphically shown in Figure 4. Only design variable 1 that is bounded by ( and ) is visualized. The solution region has three optimum points. One of these three optimum points is a global optimum symbolized by “”. The remaining feasible solutions are also indicated by “”. The individuals from the core population, which are indicated as “” and enclosed in a thin dashed closed curve, are used to build the inward and outward populations (Figure 4). In the regeneration of the inward and outward populations, the bounds of segment corresponding to the individual of the core population are in the range of ( and ). Outward population is symbolized by “” and enclosed in a rectangle with dashed edges (Figure 4). The individuals of inward population is symbolized as “” and enclosed in a rectangle with a thick continuous edge (Figure 4).
4.1.2. Fitness Calculation
The module of fitness calculation computes the fitness values of individuals in each population by taking the constraint violations into account. Thus, fitness values corresponding to populations , and are collected in the matrices , , and . At the same time, feasible solutions obtained are chosen to locate in feasible solution pool when its fitness values are lowest compared to other feasible fitness values found in the feasible solution pool.
4.1.3. InsertionBased Transmission
This process involves construction of the core population with the individuals coming from inward and outward populations. The core, inward and outward populations all have the same number of individuals. Since one population is generated from two populations, it is necessary to eliminate a certain number of individuals. This is carried out by prioritizing certain individuals according to their feasibility and fitness. All the feasible solutions located in feasible solution pool are used in constructing the core population. In order to adapt the feasible solution pool to the core population, the inward or outward populations is divided into two equal parts. The algorithm developed in this regard is managed by four cases based on the position of the number of feasible solutions with respect to the inward or outward populations with same number of individuals, as depicted in Figure 5. These cases are as follows.
Case 1(C1) The number of feasible solutions in inward population is more than SP/2.Case 2(C2) The number of feasible solutions in inward population is less than SP/2.Case 3(C3) The number of feasible solutions in outward population is more than SP/2.Case 4(C4) The number of feasible solutions in outward population is less than SP/2.
The core population from the inward and outward populations is constructed from the combination of these four cases. These combinations are C1+C3, C1+C4, C2+C3, and C2+C4. They are explained as
(i) collect (), (), (), and () feasible solutions from inward or outward populations corresponding to the combinations of “C1+C3,” “C1+C4,” “C2+C3,” and “C2+C4,” respectively;(ii) rank the collected feasible solutions in a descending order of their fitness values, and then store it in a dummy column matrix;(iii)if the number of individuals in the combination of “C1+C3,” “C1+C4,” “C2+C3,” and “C2+C4” is greater than SP, , , and feasible solutions with least fitness are discarded from the dummy column matrix. Otherwise, , , and feasible solutions with least fitness is discarded from the dummy matrix, respectively. If the number of individuals in dummy matrix does not reach SP, some individuals are borrowed from the inward and outward populations in the descending order of their fitness values.
4.1.4. Recreation of the Core Population
An algorithm is developed for the recreation of core population. This algorithm is managed by three possibilities regarding the position of the boundaries, namely and , of the feasible solution pool with respect to the center (cent) of the interval representing the onedimensional solution region. These possibilities are graphically depicted in Figure 6. The recreation process is activated depending on NGGES and the enlargeable bounds of subsolution regions.
The algorithm for the recreation of the core population based on the possibilities given in Figure 6 is formulated by (9), where ; ; .
4.1.5. Application of SGA Operators
SGA operators are used to regenerate the core population in order to provide a variation for the next generations. These are onepoint crossover, mutation, and roulette wheel selection operators. Also, some optional operators exist for the search including what follows (Eiben and Ruttkay [91]).
(i)Multipoint mutation and crossover operators, and the other selection operators (stochastic universal sampling and stochastic remainder sampling),(ii) the generation gap against genetic drift problem,(iii)different fitness scaling methods such as linear normalization, baseline windowing, sigma truncating, linear scaling, and adaptive windowing are employed along with the elitist selection scheme against the loosing of the valuable genetic heredity.
The five interdependent procedures mentioned above are processed in one of the real, integer, and binary coding schemes. For this reason, recoding of the design variables is required before these processes are applied.
In order to depict the gradual exploration strategy, let us consider a planar truss with two bars as an example and construct a core population with two individuals. The upper and lower bounds of the design variables are given for continuous or discrete set of design variables (see Table 1).
 
NSBS: number of subsolution regions (the bumber of segment), VNDV: value of each design variable, DVN: design variable number, SN: subsolution region (segment) number. 
The solution region of each design variable is divided into 4 segments which are used for subsolution regions obtained by dividing entire solution region into small ones. Numerical values of design variables vary within the interval (0.1, 1) for continuous type and discrete type of design variables. The onedimensional solution region is divided into onedimensional subsolution regions. Onedimensional subsolution regions are represented by intervals (0.100, 0.325), (0.326, 0.550), (0.551, 0.775), and (0.776, 1.000). The discrete design variables are coded by using threebinarydigits. Therefore, the total number of digits is equal to 6. The continuous design variables are used to find the corresponding intervals whereas the values of discrete design variables represent the segment numbers.
4.2. MPGA
MPGA makes use of a migration process with several parameters in order to provide a control for multiple populations and a communication between them. The evolutionary processes of MPGA are carried out by using GEATbx (Polheim [7]). GEATbx is the ability of running with multiple populations which is systematically structured for adequately the execution of various evolutionary processes and rich in options regarding different genetic operators and their related parameters for realvalued variables. Considering the main elements of BGAwEIS, some elements of GEATbx are appropriately activated in the implementation of MPGA procedure. The crucial evolutionary operators of MPGA are presented via a pseudocode in Algorithm 3.
The first step is the initialization of SubPopNum subpopulations. In the beginning stage, a single population with (SubPopIndNumSubPopNum) individuals to be settled to the subpopulations is created. Following this step, the fitness values are calculated by using the fitness functions. The fitness values are penalized if they violate the constraints (see (3) and (4). The penalization values are added to the fitness values.
Ranking process governed by ranking parameter (see related parameters in Section 5) is based on the redistribution of fitness values where artificial values are used instead of the actual fitness values. In this way, dominance of the best solutions on the other solutions is weakened. Ranking process is carried out in two separate stages (Bäck and Hoffmeister [92]). In the first stage, the fitness values are recreated by the linear or nonlinear scaling functions. In the second stage, scaled fitness values are redistributed depending on the quality of actual fitness values. Furthermore, the ranking share procedure is applied where fitness values are rescaled according to their rank (Goldberg and Richardson [93]).
Following the ranking process, evolutionary approaches are repeatedly executed in a loop until a predefined loop number epoch is reached. The first inner loop is regarded with determining the order of population. The subpopulations are ordered with respect to the fitness values of the individuals. For this purpose, a simple competition process based on ranking procedure is utilized (Polheim [7]). The rank of subpopulations has a big impact on the migration process because a communication network comprised of subpopulations is used for transmission of emigrants and immigrants.
After ordering subpopulation by taking into account the fitness values, SGA operators (selection sel, mutation mut, and crossover cr operators) and their related parameters , , and (see Section 5) are activated. These three operators are separately executed for each subpopulation. The subsequent process is activated when the values of design variable exceed the ranges of SSR. If this occurs, then related individuals are repaired.
The competition process aims to move the robust individuals to other subpopulations that exhibit relatively poor performance (SchlierkampVoosen and Mühlenbein [94]). The competition of subpopulations is governed by parameter (see Section 5) and carried out in three steps: (i) determination of the capacity of each subpopulations for taking emigrant and sending immigrant individuals, (ii) picking robust individuals according to their fitness values, and (iii) the adjustment of the subpopulations size for the settlement of the robust individuals (Polheim [7]).
The transmission of immigrants to the other subpopulations is accomplished by a migration process. The migration process is regulated with parameter which indicates the several parameters, such as migration rate, interval, and topology (see Section 5).
5. Design Details
Due to the differentiation in parameters of the proposed algorithms, a number of parameter sets have to be tested to determine those with higher performance. The best way to accomplish this is to focus on their basic operators. In order to make an unbiased comparison among these proposed algorithms, the values of common operator parameters , , and some evolutionary parameters SP and GN are kept constant for all algorithms. Operators of these algorithms and their related parameter values for each example problem are tabulated on Table 2. According to Table 2, while crossover rates indicate the number of individuals to be combined, mutation rates and ranges are used to define the number of variables per individuals to be mutated and the range of mutation steps for each variable, respectively. In addition, the selection operator, namely stochastic universal sampling, is able to run with any ranking method, namely, linear and nonlinear ranking using a rankingrelated parameters . In the approach of MPGA, the fitness assignment provided by the linear or nonlinear ranking method is assumed according to a certain value of its parameter, namely, selection pressure. Furthermore, the competition of subpopulations is governed by the parameters, competition interval and rate denoted by . While competition interval determines the frequency of competition process, the number of migrated individuals with lower performance to be removed from the subpopulations is determined by the competition rate.
 
See details in Polheim
[7]. Altough existing two populations within a core population, genetic operators are applied to the core population. NL: Nonlinear L: Linear. 
In the arrangement of operators, various parameter sets are proposed for each algorithm. BGAwEIS uses two basic parameters, namely, NGGES and NSBS. In order to investigate the relation between two parameters, the first parameter values are specified as “50, 20, 20, and 25,” while the values of second parameter are fixed by “20, 50, 20, and 15.” Thus, four parameter sets, namely (50, 20), (20, 50), (20, 20), and (25, 15), are devised for design tests.
MPGA is governed basically by migration related parameters such as migration topology (MT), interval (MI), and rate (MR). The individuals with higher quality are migrated into five populations. In order to determine the highest qualified parameter set through examining the parameter values, MI and MR are taken as “2, 10, 15, 5” and “0.10, 0.01, 0.10, 0.40”, while migration topologies are chosen either as unrestricted (denoted by 0) or of neighborhood type (denoted by 1) or ring shaped (denoted by 2) (see the depiction of proposed migration topologies for five populations (Pop) in Figure 7). Thus, a total of 48 parameter sets are tackled to assess the performance of MPGA.
(a)
(b)
(c)
6. Design Examples
The design examples are presented in the increasing order of complexity degree indicated by the number of truss bars and nodes. Three design examples with 24, 72, and 200 bars with one or two loading cases are employed for application of SGA, BGAwEIS, and MPGA. BGAwEIS and MPGA are compared considering their optimal designations obtained by using different parameter sets. The performance of SGA is evaluated with respect to its optimal designation generated by using one parameters set (see Table 2).
The dominant evaluation criteria will not only be the feasible solutions that form the basis of BGAwEIS’ control mechanism but some statistical measures are also included into the performance assessment. Besides, two interacting features of genetic search, exploration and exploitation, are utilized for the evaluation of proposed algorithms. Exploration causes a random moving on the solution space, but exploitation involves an intensive search of promising solution region explored previously. In this regard, while exploration leads to a lower increase in fitness values, exploitation is responsible for a higher increase.
BGAwEIS is initially applied to observe the interdependence of its parameters with the output associated with three ratios:
Ratio 1: (Size of Solution Region SSR)/(Number of Design Variables NDV),Ratio 2: (number of generation NG)/(Number of Subsolution Regions before Search NSBS),Ratio 3: (Number of Generation NG)/(Number of Feasible Solution NFS).
While R1 is indicative about the quantities of feasible solutions, R2 and R3 are used to measure the performance of gradual exploration strategy. Moreover, R1 is important for specifying NG and SP. Optimal designations generated by use of four parameters sets are both tabulated for their output including corresponding statistical data and displayed for their convergence histories. Statistical data are computed by use of feasible solutions deserved to collect in feasible solution pool.
The optimal designations generated by MPGA are reported considering 48 parameter sets. The output data is both listed and displayed associated with feasible solutions obtained. For this purpose, the standard deviation and mean values of feasible solutions are computed. In order to comparatively present the designations, the parameter sets which achieve to obtain lower and higher quality of optimal designations are chosen among 48 parameter sets. Besides, activated frequencies of these parameter sets are also presented.
6.1. Design Example 1 (25Bars Space Truss)
This design problem is widely employed for the evaluation of various optimization methods (Figure 8). The members of space truss linked in 8 groups are selected from a discrete set of 30 available sections (Table 3).

The design and evolutionary data for BGAwEIS (as an input and output obtained by use of four parameter sets) are listed on Table 3. The variation in feasible solutions corresponding to design variables is presented on Table 4. The convergence history of feasible fitness values are displayed in Figure 9.

From the tests of MPGA, the optimal designations obtained by use of 48 parameter sets are listed including their statistical analysis results (mean and standard deviations of feasible fitness values) in Table 5. The high and low values of these quantities are indicated by shaded boxes. Considering the parameter sets chosen, convergence history of feasible fitness values and activated frequencies of their populations are presented in Figures 10 and 11.

The optimal designations obtained by proposed algorithms and existing ones outlined in literature are presented in Table 6 including the critical values of stress and displacement corresponding to the optimal designations.
 
^{**}Design variable groups are not presented in the references. 
6.2. Design Example 2 (72Bars Spatial Truss)
The transmission tower with 72 members is also used by many researchers as a benchmark problem. This steel structure has 16 independent design variables and subjected to two different loading conditions (Figure 12).
The design and evolutionary data for BGAwEIS (as an input and output obtained by use of four parameter sets) are listed on Table 7. The variation of feasible solutions values through generation number are displayed in Figure 13.

Optimal designations generated by use of 48 parameter set for MPGA are tabulated including their statistical analysis results (mean and standard deviations of feasible fitness values) (Table 8). High and low values of these quantities are indicated by shaded boxes. The convergence history of feasible fitness values corresponding to these parameter sets and activated frequencies of their populations are shown in Figures 14 and 15. The optimal designations obtained by proposed algorithms and existing methods outlined in the literature are reported in Table 9 including the critical values of stress and displacement corresponding to the optimal designations.


6.3. Design Example 3 (200Bars Planar Truss)
The plane truss shown in Figure 8 involves both continuous as well as discrete design variables (Ponterosso and Fox [104]). It has 200 independent design variables (Figure 16).
The design and evolutionary data for BGAwEIS (as an input and output obtained by four parameter sets) are listed on Table 10. The variation of feasible fitness values through generation number are shown in Figure 17.

Optimal designations obtained by MPGA, considering 48 parameter sets are summarized including statistical analysis results (mean and standard deviations of feasible fitness values) (Table 11). The convergence history of feasible fitness values obtained by use of these parameter sets chosen and activated frequencies of their populations are displayed in Figures 18 and 19. The optimal designations with higher performance are presented for proposed algorithms and existing approaches outlined in literature in Table 12 including the critical values of stress and displacement corresponding to the optimal designations. Design variables that belong to optimal designation obtained by BGAwEIS are presented in the appendix.


7. Discussion
In this section, BGAwEIS, MPGA, and SGA are evaluated, considering the effect of different parameter sets on the quality degree of optimal designations and then their performance is investigated taking into account the exploration and exploitation features of genetic search. However, due to fact that evolutionary parameters of SGA are fixed for design examples, the evaluation of SGA is skipped here.
For ease of presentation, the values of the parameters discussed below are presented using a vectorlike notation like () where the 1st, 2nd, and 3rd value within the parentheses correspond to examples 1, 2, and 3, respectively.
7.1. Consideration of Variation in the Values of Evolutionary Parameters of GAwEIS and MPGA
Regarding with BGAwEIS
(i) Generation number and population size
are proportional to R1. In this work, R1 has the values (3.75, ,
0.15) (Tables 3, 7, and 10). Corresponding to R1
value set, generation number is specified as (400, 600, 200), and
population size as (300, 500, 150).
(ii) There is a direct proportionality between R1 and output NFS computed using the feasible
solution pool (Tables 3, 7, and 10). For example, considering the parameter sets
with higher performance, the values of R1 corresponding to the value of the
output NFS set of (18, 11, 19)
are equal to (3.75, ,
0.15).
(iii) The
best optimal designations are obtained when using parameters NGGES and NSBS set (25, 15),
(40, 15), and (40, 5) for each design example.
The gradual exploration strategy is activated by parameter NGGES. The parameters NSBS and NSAS are indicative of the activated frequency of gradual exploration strategy (Tables 3, 7, and 10). Considering parameter value sets with better performance, the value set of output NSAS corresponding to the value set of parameter NGGES (25, 40, 40) are (1, 2, 1). The values of parameter NSBS are gradually decreased and reach the value of parameter NSAS eventually. This shows that evolutionary search is successfully completed after gradually enlarging of the bounds of subsolutions regions. Moreover, R2 also indicates about the activated frequency of the gradual exploration strategy. The output NFS is proportionally increased by the activation of gradual exploration strategy. In this regard, if R2 is close to or higher than R3, then the gradual exploration strategy is successfully applied, that is, a feasible solution is obtained once the bounds of subsolution regions are enlarged. For example, an R2 value set (27, 40, 40) for Cases IV, III, and III of design examples 1, 2, and 3 corresponds to an R3 value set (22, 55, 11). In design example 2, although the value of R2 is lower than R3, the value of output NSAS is obtained as 2. This indicates that the bounds of subsolution regions can be further enlarged.
Considering the convergence history of feasible fitness values corresponding to the four cases of each design example, the success of parameter sets is also confirmed by consistently decreased trend lines in Figures 9, 13, and 17.
Regarding with MPGA
(i) In the
sensitivity analysis of basic parameters of MPGA, a total of 48 parameter
sets composed of various values of parameters MT, MI, and MR are
considered. The parameter values with higher performance for each design
examples are indicated by a darkshaded box and obtained as (1, 0.10, 10),
(1, 0.10, 10), and (0, 0.05, 5), each of which is denoted by MT, MI, and MR,
respectively (see Tables 5, 8, and 11). These results show that migration
interval and rates varies proportionally with the generation numbers and
population size. For example, the migration interval (10, 10, 5) increases
with the generation number (400, 600, 200). This indicates that the rate
of migration interval to generation numbers varies within a range of
(0.015 (or 10/600)–0.025
(or 5/200) or % (1.5–2.5). Migration rate varies within a range % (0.05–0.10)
of SP. It appears that the
number of migrated individuals is increased with the population size. For
example, the number of migrated individuals is (30, 50, 10) where the
migration rates are (0.10, 0.10, 0.05) and population sizes (300, 500,
200). The migration topologies referred to as unrestricted and dominantly
neighborhood perform well.
(ii) Considering
the lower and upper values of statistical data of results obtained by
parameter sets, several parameter sets are chosen and indicated by shaded
boxes (see Tables 5, 8, and 11). The convergence history of feasible
fitness values corresponding to parameter sets chosen are shown in Figures
10, 14, and 18. The trend lines are consistently decreased for design
example 1, but inconsistently for design example 2 and 3. Particularly, it
is observed that the feasible solutions are generated in the beginning of
evolutionary search. Then, generation of feasible solutions stagnates at
the remaining generation numbers in design examples 2 and 3.
(iii) The activated numbers of populations obtained by use of parameter sets chosen
are shown by bars in Figures 11, 15, and 19. From these figures, it is
obvious that the distribution of activated numbers of populations
corresponding to these parameter sets with higher performance is more
regular.
7.2. Performance Investigation of BGAwEIS and MPGA in Design Optimization
Considering the various parameter sets proposed for BGAwEIS and MPGA, a parameter set with high performance is determined for each algorithm. The results obtained with these parameter sets are to be examined according to exploration and exploitation features of genetic search discussed previously and the quality of existing optimal solutions outlined in literature.
(i) The exploration and exploitation features of genetic search cause a lower and higher increase in the fitness values, respectively. This is easily confirmed for BGAwEIS by observing the change in fitness values obtained for design example 1 (see Table 4). While the difference between the first and second feasible fitness values is equal to 1.11 (or 624.71–623.60), it increases to 27.08 (or 565.82–538.74) for the fourth and fifth fitness values. This issue is also observed in Figure 9, considering the trend lines corresponding to the best parameter set denoted by Case IV. The exploration is dominant both in the beginning and towards the end of search (after generation number 200). The exploitation becomes dominant within a certain interval between generation numbers 40 and 200. A balance between exploration and exploitation is relatively established for Case III in design example 2 (Figure 13). In Case III of design example 3, exploration is dominant in the beginning of evolutionary search, but then exploitation begins to control the evolutionary search (Figure 17). Starting with a lower fitness values for the first generation causes a decrease in the mean and standard deviation of feasible fitness values (see Figure 9, 13, and 17 along with Tables 3, 7, and 10).
MPGA is managed by a migration dominated evolutionary process. Considering the parameter sets with high performance, the dominancy of exploration and exploitation is consistently observed at different generation numbers in design example 1 that has a small number of bars and nodes, but variably for design examples 2 and 3 where an increased number of bars and nodes are present. Especially, evolutionary search ends up with stagnation while searching the feasible solutions in design example 2 and 3 (see Figures 10, 14, and 18). As in BGAwEIS, the initialization of evolutionary search with higher fitness values causes an increase in the mean and standard deviations of feasible fitness values (see Figures 10, 14, and 18 along with Tables 5, 8, and 11).
(ii) Investigating the optimal designations obtained by BGAwEIS, MPGA, SGA, and existing solution methods outlined in literature, it can be said that BGAwEIS is more efficient in improving the quality of optimal designations (see Tables 6, 9, and 12). Particularly, in order to cope with the complexity arising from the increase in the truss elements and nodes, the values of parameter NSBS associated with the value of parameters NGGES and NG are elevated. MPGA improves the quality of optimal designations using unrestricted and dominantly neighborhood migration topologies along with a migration interval about % (1.5–2.5) of NG and a migration rate about % (0.05–0.10) of SP.
8. Conculusion
In this work, a new genetic algorithm method, namely, (BGAwEIS) is presented to be used withthe design optimization of pinjointed structures. In order to evaluate the capability and efficiency of BGAwEIS, the optimal designations obtained by SGA and solution methods outlined in literature are not only examined but also an MPGA is proposed to assess the influence of multiple populations on the quality of optimal designations. The tests are performed on three design examples having 25, 72, and 200 bars. The following conclusions are drawn from the results of design examples considered.
(i) It is shown that bipopulation approach proposed by BGAwEIS achieves effective usage of exploration and exploitation features of genetic search simultaneously compared to MPGA with multiple populations. Particularly, it is shown that the gradual exploration strategy has a significant impact on BGAwEIS’ performance causing an increase in the values of NSBS with respect to NGGES and NG. It is displayed that MPGA is able to improve quality of its optimal designations by use of migration topologies called unrestricted and dominantly neighborhood along with a migration interval about % (1.5–2.5) of generation numbers and a migration rate about % (0.05–0.10) of population size. Furthermore, the activated numbers of populations obtained by use of these parameter sets are shown to be more homogeneous compared to other ones.
(ii) Although it is shown that MPGA is successful in providing an equal distribution of activated frequencies for each population, it has difficulties in directing the evolutionary search for exploration of new solution regions because purely using the migration process causes the certain individuals to be dominant during evolutionary search. This negativity leads to stagnation on the generation of promising individuals. However, considering MPGA ability of using multiple populations with different parameters, it is possible to improve its performance by the implementation of genetic operations proposed by BGAwEIS.
(iii) It is demonstrated that BGAwEIS is able to obtain more convergent results compared to existing methods outlined in literature and optimal results obtained by MPGA and SGA.
(iv) The search in BGAwEIS is initiated with either a randomized or a userdefined population. Although a randomized population is used in this work, it is noted that the utilization of the userdefined population provides an advantage in the search for the offspring on the promising subsolution regions.
(v) The comparison of BGAwEIS, MPGA, and SGA is carried out by keeping several evolutionary parameters within certain limits. If population size and generation number is increased thereby assigning different values for the evolutionary parameters of these proposed algorithms, it is possible to improve quality of optimal designations.
In the future, the efficiency of BGAwEIS will be investigated thereby carrying out the several applications as follows.
(i) Statistical tests, such as parametric or nonparametric tests of hypotheses and variance analysis, will be performed for evaluation of the results generated by BGAwEIS. Thus, the best combination of parameter values will be determined considering the optimal designations with more convergent thereby including the decisions about the population distributions.
(ii) The possibilities used in extraction or insertionbased transmission and recreation of core population will be arranged for a selfadaptive usage.
(iii) MPGA will be modified to implement the main components of BGAwEIS. Moreover, the parallel and hybrid models of this improved algorithm will be also proposed to observe how the quality degree of optimal designations varies.
Appendix
The position numbers corresponding to optimal design for example 3 are [10, 14, 13, 14, 6, 2, 2, 7, 7, 13, 5, 23, 9, 23, 1, 20, 1, 11, 13, 9, 2, 2, 17, 19, 18, 9, 15, 13, 12, 5, 4, 10, 15, 14, 7, 22, 17, 16, 21, 5, 3, 11, 7, 23, 6, 4, 8, 27, 15, 15, 13, 17, 21, 9, 26, 8, 8, 8, 14, 8, 6, 4, 19, 8, 15, 14, 4, 17, 17, 15, 21, 2, 17, 13, 8, 7, 17, 9, 7, 19, 9, 10, 4, 9, 6, 8, 16, 1, 13, 5, 22, 12, 7, 7, 5, 11, 3, 2, 1, 16, 17, 24, 10, 5, 20, 17, 2, 18, 7, 7, 14, 9, 15, 8, 1, 4, 8, 5, 5, 2, 8, 27, 1, 8, 17, 8, 19, 23, 23, 4, 7, 20, 9, 8, 4, 9, 7, 7, 12, 16, 15, 6, 16, 14, 1, 14, 6, 3, 16, 12, 20, 18, 15, 7, 3, 2, 6, 11, 3, 15, 10, 22, 8, 17, 14, 19, 17, 3, 18, 11, 15, 5, 17, 8, 20, 8, 18, 8, 4, 8, 20, 21, 6, 12, 3, 19, 16, 7, 17, 15, 11, 13, 13, 11, 11, 23, 22, 10, 18, 22;]
Nomenclature
:  Density of steel 
:  Length of member 
:  Crosssectional area 
:  Member stress 
:  Maximum allowable stress 
:  Joint displacement 
:  Maximum allowable displacement 
:  Fitness value 
:  Penalty value 
:  Weight of truss system 
:  Design vector 
:  Penalty constants 
:  Current generation number 
BVI:  Values of interval bounds 
:  Upper bound of interval 
:  Lower bound of interval 
Fitness values of inward, outward and core populations  
, , , ,  Parameters regarded with ranking mutation, crossover and selection operations 
:  Inward population 
:  Outward population 
:  Core population 
:  Lower bound of feasible solution pool 
:  Upper bound of feasible solution pool 
:  Upper bound of design variable 
:  Lower bound of design variable 
:  Best feasible design variable 
FeasPool:  Feasible solution pool used to collect feasible solutions 
DVN:  Design variable number 
NDV:  Number of design variables 
NFS:  Number of feasible solution collected in feasible solution pool 
NGGES:  Number of generations for gradual exploration strategy 
NG:  Number of generations 
NSAS:  Number of subsolution regions after search 
NSBS:  Number of subsolution regions (number of segment) before search 
SP:  Size of population 
SSR:  Size of solution region 
SubPopNum:  Number of subpopulations 
SubPopIndNum:  Number of individuals contained each subpopulation 
VNDV:  Value of each design variable 
SN:  Subsolution region (segment) number. 
References
 M. P. Saka, “Optimum design of steel frames using stochastic search techniques based on natural phenomena: a review,” in Civil Engineering Computations: Tools and Techniques, B. H. V. Topping, Ed., pp. 105–147, SaxeCoburg, Stirlingshire, UK, 2007. View at: Google Scholar
 P. Moscato, “On evolution, search, optimization, genetic algorithms and martial arts: towards memetic algorithms,” Caltech Concurrent Computation Program, California Institute of Technology, Pasadena, Calif, USA, 1989. View at: Google Scholar
 N. Radcliffe and P. Surry, “Formal memetic algorithms,” in Proceedings of the AISB Workshop on Evolutionary Computing, T. C. Fogarty, Ed., vol. 865 of Lecture Notes in Computer Science, pp. 1–16, Leeds, UK, April 1994. View at: Google Scholar
 E. CantuPaz, “A survey of parallel genetic algorithms. Calculateurs paralleles,” Reseaux et Systems Repartis, vol. 10, no. 2, pp. 141–171, 1998. View at: Google Scholar
 J. H. Holland, Adaptation in Natural and Artificial Systems, University of Michigan Press, Ann Arbor, Mich, USA, 1975.
 D. E. Goldberg, Genetic Algorithms in Search, Optimization, and Machine Learning, AddisonWesley, Reading, Mass, USA, 1989.
 H. Pohlheim, “GEATbx: The Genetic and Evolutionary Algorithm Toolbox for Matlab,” (1995–2002), http://www.geatbx.com/. View at: Google Scholar
 C. A. Cornell, “Examples of optimization in structural design,” University of Waterloo, Waterloo, Canada, 1966. View at: Google Scholar
 R. H. Bigelow and E. H. Gaylord, “Design of steel frames for minimum weight,” Journal of The Structural Division, vol. 93, no. 6, pp. 109–1, 1967. View at: Google Scholar
 K. I. Majid and D. W. Elliott, “Optimum design of frames with deflection constraints by nonlinear programming,” The Structural Engineer, vol. 49, no. 4, pp. 179–188, 1971. View at: Google Scholar
 G. N. Vanderplaats and H. Sugimoto, “A generalpurpose optimization program for engineering design,” Computers & Structures, vol. 24, no. 1, pp. 13–21, 1986. View at: Publisher Site  Google Scholar
 B. L. Karihaloo and S. Kanagasundaram, “Minimumweight design of structural frames,” Computers & Structures, vol. 31, no. 5, pp. 647–655, 1989. View at: Publisher Site  Google Scholar
 G. Gülay and H. Boduroğlu, “An algorithm for the optimum design of braced and unbraced steel frames under earthquake loading,” Earthquake Engineering & Structural Dynamics, vol. 18, no. 1, pp. 121–128, 1989. View at: Publisher Site  Google Scholar
 T. Lassen, “Optimum design of threedimensional framework structures,” Journal of The Structural Engineering, vol. 119, no. 3, pp. 713–727, 1993. View at: Publisher Site  Google Scholar
 L. Wang and R. Grandhi, “Optimal design of frame structures using multipoint spline approximation,” AIAA Journal, vol. 32, no. 10, pp. 2090–2098, 1994. View at: Publisher Site  Google Scholar
 E. Salajegheh, “Optimum design of structures with reference to space structures,” International Journal of Space Structures, vol. 10, no. 4, pp. 205–214, 1995. View at: Google Scholar
 S. Hernández, “Optimum design of steel structures,” Journal of Constructional Steel Research, vol. 46, no. 1–3, pp. 374–378, 1998. View at: Publisher Site  Google Scholar
 J. S. Arora, Introduction to Optimum Design, McGrawHill, New York, NY, USA, 1989.
 G. E. Cameron, L. Xu, and D. E. Grierson, “Discrete optimal design of 3D frameworks,” in Proceedings of the 10th ASCE Conference on Electronic Computation, pp. 181–188, Indianapolis, Ind, USA, AprilMay 1991. View at: Google Scholar
 M. P. Saka and M. S. Hayalioglu, “Optimum design of geometrically nonlinear elasticplastic steel frames,” Computers & Structures, vol. 38, no. 3, pp. 329–344, 1991. View at: Publisher Site  Google Scholar
 M. S. Hayalioglu and M. P. Saka, “Optimum design of geometrically nonlinear elasticplastic steel frames with tapered members,” Computers & Structures, vol. 44, no. 4, pp. 915–924, 1992. View at: Publisher Site  Google Scholar
 C.M. Chan, D. E. Grierson, and A. N. Sherbourne, “Automatic optimal design of tall steel building frameworks,” Journal of Structural Engineering, vol. 121, no. 5, pp. 838–847, 1995. View at: Publisher Site  Google Scholar
 C.M. Chan, A. N. Sherbourne, and D. E. Grierson, “Stiffness optimization technique for 3D tall steel building frameworks under multiple lateral loadings,” Engineering Structures, vol. 16, no. 8, pp. 570–576, 1994. View at: Publisher Site  Google Scholar
 M. P. Saka, “Optimum design of steel frames with tapered members,” Computers & Structures, vol. 63, no. 4, pp. 797–811, 1997. View at: Publisher Site  Google Scholar
 M. P. Saka and E. S. Kameshki, “Optimum design of unbraced rigid frames,” Computers & Structures, vol. 69, no. 4, pp. 433–442, 1998. View at: Publisher Site  Google Scholar
 L. J. Fogel, A. J. Owens, and M. J. Walsh, Artificial Intelligence through Simulated Evolution, John Wiley & Sons, New York, NY, USA, 1966.
 I. Rechenberg, Evolutionstrategie: Optimierung Technischer Systeme Nach Prinzipien der Biologischen Evolution, FrommannHolzboog, Stutugart, Germany, 1973.
 M. Keijzer and V. Bobovic, “Dimensionally aware genetic programming,” in Proceedings of the Genetic and Evolutionary Computation Conference (GECCO '99), pp. 1069–1076, Morgan Kaufmann, Orlando, Fla, USA, July 1999. View at: Google Scholar
 M. Keijzer and V. Bobovic, “Genetic programming within a framework of computeraided discovery of scientific knowledge,” in Proceedings of the 2nd Genetic and Evolutionary Computation Conference (GECCO '00), pp. 543–550, Morgan Kaufmann, Las Vegas, Nev, USA, July 2000. View at: Google Scholar
 A. Cevik, “Genetic programming based formulation of rotation capacity of wide flange beams,” Journal of Constructional Steel Research, vol. 63, no. 7, pp. 884–893, 2007. View at: Publisher Site  Google Scholar
 T. Back and H. P. Schwefel, “Evolution strategies—I: variants and their computational implementation,” in Genetic Algorithms in Engineering and Computer Science, G. Winter, J. Perieaux, M. Gala, and P. Cuesta, Eds., pp. 111–126, John Wiley & Sons, Chichester, UK, 1995. View at: Google Scholar
 T. Back and H. P. Schwefel, “Evolution Strategies—II: therotical aspects,” in Genetic Algorithms in Engineering and Computer Science, G. Winter, J. Perieaux, M. Gala, and P. Cuesta, Eds., pp. 127–140, John Wiley & Sons, Chichester, UK, 1995. View at: Google Scholar
 J. Cai and G. Thierauf, “Discrete structural optimization using evolution strategies,” in Neural Networks and Combinatorial Optimization in Civil and Structural Engineering, B. H. V. Topping and A. I. Khan, Eds., pp. 95–100, CivilComp, Edinburgh, UK, 1993. View at: Google Scholar
 G. Ebenau, J. Rottschäfer, and G. Thierauf, “An advanced evolutionary strategy with an adaptive penalty function for mixeddiscrete structural optimisation,” Advances in Engineering Software, vol. 36, no. 1, pp. 29–38, 2005. View at: Publisher Site  Google Scholar
 S. Rajasekaran, “Optimal laminate sequence of nonprismatic thinwalled composite spatial members of generic section,” Composite Structures, vol. 70, no. 2, pp. 200–211, 2005. View at: Publisher Site  Google Scholar
 B. Baumann and B. Kost, “Structure assembling by stochastic optimization,” Computers & Structures, vol. 83, no. 2526, pp. 2175–2184, 2005. View at: Publisher Site  Google Scholar
 P. Hajela, “Stochastic search in structural optimization: genetic algorithm and simulated annealing,” Glenn Research Center, Cleveland, Ohio, USA, 1993. View at: Google Scholar
 H. Adeli and N.T. Cheng, “Augmented Lagrangian genetic algorithm for structural optimization,” Journal of Aerospace Engineering, vol. 7, no. 1, pp. 104–118, 1994. View at: Publisher Site  Google Scholar
 D. Chen, Least weight design of 2D and 3D geometrically nonlinear structures using a genetic algorithm, PhD. dissertation, University of Memphis, Memphis, Tenn, USA, 1997.
 J. Yang and C. K. Soh, “Structural optimization by genetic algorithms with tournament selection,” Journal of Computing in Civil Engineering, vol. 11, no. 3, pp. 195–200, 1997. View at: Publisher Site  Google Scholar
 S. Y. Wang and K. Tai, “Graph representation for structural topology optimization using genetic algorithms,” Computers & Structures, vol. 82, no. 2021, pp. 1609–1622, 2004. View at: Publisher Site  Google Scholar  MathSciNet
 A. Kaveh and V. Kalatjari, “Topology optimization of trusses using genetic algorithm, force method and graph theory,” International Journal for Numerical Methods in Engineering, vol. 58, no. 5, pp. 771–791, 2003. View at: Publisher Site  Google Scholar
 M. P. Saka, “Optimum design of pinjointed steel structures with practical applications,” Journal of The Structural Engineering, vol. 116, no. 10, pp. 2599–2620, 1990. View at: Publisher Site  Google Scholar
 M. P. Saka, A. Daloglu, and F. Malhas, “Optimum spacing design of grillage systems using genetic algorithm,” in Innovation in Computer Methods for Civil and Structural Engineering, B. H. V. Topping and M. B. Leeming, Eds., pp. 137–148, CivilComp Press, Edinburgh, UK, 1997. View at: Google Scholar
 V. Toğan and A. T. Daloğlu, “An improved genetic algorithm with initial population strategy and selfadaptive member grouping,” Computers & Structures, vol. 86, no. 1112, pp. 1204–1218, 2008. View at: Publisher Site  Google Scholar
 C. Camp, S. Pezeshk, and G. Cao, “Optimized design of twodimensional structures using a genetic algorithm,” Journal of Structural Engineering, vol. 124, no. 5, pp. 551–559, 1998. View at: Publisher Site  Google Scholar
 K. M. Rasheed, GADO: a genetic algorithm for continues design optimization, PhD. dissertation, The State University of New Jersey, News Brunswick, NJ, USA, 1998.
 R. G. Le Riche, C. KnopfLenoir, and R. T. Haftka, “A segregated genetic algorithm for constrained structural optimization,” in Proceedings of the 6th International Conference on Genetic Algorithms, L. J. Eshelman, Ed., pp. 558–565, Morgan Kaufmann, Pittsburgh, Pa, USA, July 1995. View at: Google Scholar
 C. A. Coello Coello, “Use of a selfadaptive penalty approach for engineering optimization problems,” Computers in Industry, vol. 41, no. 2, pp. 113–127, 2000. View at: Publisher Site  Google Scholar
 P. Nanakorn and K. Meesomklin, “An adaptive penalty function in genetic algorithms for structural design optimization,” Computers & Structures, vol. 79, no. 2930, pp. 2527–2539, 2001. View at: Publisher Site  Google Scholar
 S. M. Garrett, “How do we evaluate artificial immune systems?,” Evolutionary Computation, vol. 13, no. 2, pp. 145–178, 2005. View at: Publisher Site  Google Scholar
 J. Yoo and P. Hajela, “Immune network modeling in design optimization,” in New Ideas in Optimization, pp. 167–183, McGrawHill, London, UK, 1999. View at: Google Scholar
 C. A. Coello Coello and N. Cruz Cortés, “Hybridizing a genetic algorithm with an artificial immune system for global optimization,” Engineering Optimization, vol. 36, no. 5, pp. 607–634, 2004. View at: Publisher Site  Google Scholar  MathSciNet
 R. Dawkins, The Selfish Gene, Oxford University Press, Oxford, UK, 1976.
 Y. S. Ong and A. J. Keane, “MetaLamarckian learning in memetic algorithms,” IEEE Transactions on Evolutionary Computation, vol. 8, no. 2, pp. 99–110, 2004. View at: Publisher Site  Google Scholar
 J. E. Smith, “Coevolving memetic algorithms: a review and progress report,” IEEE Transactions on Systems, Man, and Cybernetics, Part B, vol. 37, no. 1, pp. 6–17, 2007. View at: Publisher Site  Google Scholar
 E. CantúPaz and D. E. Goldberg, “Modeling idealized bounding cases of paralel genetic algorithms,” in Proceedings of the 2nd Annual Conference on Genetic Programming, J. Koza, K. Deb, M. Dorigo et al., Eds., pp. 353–361, Morgan Kaufmann, San Francisco, Calif, USA, July 1997. View at: Google Scholar
 E. CantúPaz, “A summary of research on parallel genetic algorithms,” IlliGAL Report, Illinois Genetic Algorithms Laboratory, University of Illinois, UrbanaChampaign, Ill, USA, 1995. View at: Google Scholar
 E. CantúPaz, “Migration policies, selection pressure, and parallel evolutionary algorithms,” Journal of Heuristics, vol. 7, no. 4, pp. 311–334, 2001. View at: Publisher Site  Google Scholar
 J. J. Grefenstette, “Parallel adaptive algorithms for function optimization,” Vanderbilt University, Nashville, Tenn, USA, 1981. View at: Google Scholar
 G. Robbins, “EnGENEer—the evolution of solutions,” in Proceedings of the 5th Annual Seminar on Neural Networks and Genetic Algorithms, pp. 218–232, London, UK, March 1992. View at: Google Scholar
 D. Levine, “Users guide to the PGAPack parallel genetic algorithm library,” Argonne National Laboratory, Argonne, Ill, USA, 1996. View at: Google Scholar
 S. Baluja, “Structure and performance of finegrain parallelism in genetic search,” in Proceedings of the 5th International Conference on Genetic Algorithms (ICGA '93), pp. 155–162, UrbanaChampaign, Ill, USA, June 1993. View at: Google Scholar
 F. Herrera, M. Lozano, and C. Moraga, “Hierarchical distributed genetic algorithms,” International Journal of Intelligent Systems, vol. 14, no. 11, pp. 1099–1121, 1999. View at: Publisher Site  Google Scholar
 J. P. Cohoon, S. U. Hedge, W. N. Martin, and D. S. Richards, “Punctuated equilibria: a parallel genetic algorithm,” in Proceedings of the 2nd International Conference on Genetic Algorithms and Their Application (ICGA '87), J. J. Grefenstette, Ed., pp. 148–154, Cambridge, Mass, USA, July 1987. View at: Google Scholar
 E. Alba and J. M. Troya, “An analysis of synchronous and asynchronous parallel distributed genetic algorithms with structured and panmictic islands,” in Proceedings of the 13th International Parallel Processing Symposium and the 10th Symposium on Parallel and Distributed Processing (IPPS/SPDP '99), vol. 1586 of Lecture Notes in Computer Science, pp. 248–256, San Juan, Puerto Rico, USA, April 1999. View at: Publisher Site  Google Scholar
 Z. Skolicki and K. A. De Jong, “Improving evolutionary algorithms with multirepresentation island models,” in Proceedings of the 8th International Conference on Parallel Problem Solving from Nature(PPSN '04), vol. 3242 of Lecture Notes in Computer Science, pp. 420–429, Springer, Birmingham, UK, September 2004. View at: Google Scholar
 R. Tanese, “Paralel genetic algorithms for a hypercube,” in Proceedings of the 2nd International Conference on Genetic Algorithms (ICGA '87), J. J. Grefenstette, Ed., pp. 177–183, Lawrence Erlbaum Associates, Cambridge, Mass, USA, July 1987. View at: Google Scholar
 R. Tanese, “Distributed genetic algorithms,” in Proceedings of the 3rd International Conference on Genetic Algorithms (ICGA '89), J. D. Schaffer, Ed., pp. 434–439, Morgan Kaufmann, Fairfax, Va, USA, June 1989. View at: Google Scholar
 E. Alba and J. M. Troya, “Improving flexibility and efficiency by adding parallelism to genetic algorithms,” Statistics and Computing, vol. 12, no. 2, pp. 91–114, 2002. View at: Publisher Site  Google Scholar  MathSciNet
 W. N. Martin, J. Lienig, and J. P. Cohoon, “Island (migration) models: evolutionary algorithms based on punctuated equilibria,” in Handbook of Evolutionary Computation, T. Bäck, D. B. Fogel, and Z. Michalewicz, Eds., pp. C6.3:1–C6.3:16, Institute of Physics, Bristol, UK, 1997. View at: Google Scholar
 G. Folino, C. Pizzuti, and G. Spezzano, “Combining cellular genetic algorithms and local search for solving satisfiability problems,” in Proceedings of the 10th IEEE International Conference on Tools with Artificial Intelligence, pp. 192–198, Taipei, Taiwan, November 1998. View at: Publisher Site  Google Scholar
 N. Krasnogor and J. Smith, “A tutorial for competent memetic algorithms: model, taxonomy, and design issues,” IEEE Transactions on Evolutionary Computation, vol. 9, no. 5, pp. 474–488, 2005. View at: Publisher Site  Google Scholar
 F. Neri, J. Toivanen, G. L. Cascella, and Y.S. Ong, “An adaptive multimeme algorithm for designing HIV multidrug therapies,” IEEE/ACM Transactions on Computational Biology and Bioinformatics, vol. 4, no. 2, pp. 264–278, 2007. View at: Publisher Site  Google Scholar
 A. Caponio, G. L. Cascella, F. Neri, N. Salvatore, and M. Sumner, “A fast adaptive memetic algorithm for online and offline control design of PMSM drives,” IEEE Transactions on Systems, Man, and Cybernetics, Part B, vol. 37, no. 1, pp. 28–41, 2007. View at: Publisher Site  Google Scholar
 Q. H. Quang, Y. S. Ong, M. H. Lim, and N. Krasnogor, “Adaptive cellular memetic algorithm,” Evolutionary Computation, vol. 17, no. 2, pp. 257–274, 2009. View at: Google Scholar
 J. Sakamoto and J. Oda, “A technique of optimal layout design for truss structures using genetic algorithm,” in Proceedings of the 34th AIAA/ASCE/ASME/AHS Structural Dynamics and Material Conference and AIAA/ASME Adaptive Structures Forum, pp. 2402–2408, La Jolla, Calif, USA, April 1993. View at: Google Scholar
 C. K. Soh and J. Yang, “Fuzzy controlled genetic algorithm search for shape optimization,” Journal of Computing in Civil Engineering, vol. 10, no. 2, pp. 143–150, 1996. View at: Publisher Site  Google Scholar
 H. Adeli and N.T. Cheng, “Concurrent genetic algorithms for optimization of large structures,” Journal of Aerospace Engineering, vol. 7, no. 3, pp. 276–296, 1994. View at: Publisher Site  Google Scholar
 B. H. V. Topping and J. P. B. Leite, “Parallel genetic models for structural optimization,” Engineering Optimization, vol. 31, no. 1, pp. 65–99, 1998. View at: Publisher Site  Google Scholar
 H. Adeli and S. Kumar, “Distributed genetic algorithm for structural optimization,” Journal of Aerospace Engineering, vol. 8, no. 3, pp. 156–163, 1995. View at: Publisher Site  Google Scholar
 K. C. Sarma and H. Adeli, “Bilevel parallel genetic algorithms for optimization of large steel structures,” ComputerAided Civil and Infrastructure Engineering, vol. 16, no. 5, pp. 295–304, 2001. View at: Publisher Site  Google Scholar
 Y. Tanimura, T. Hiroyasu, and M. Miki, “Dicussion on didtributed genetic algorithms for designing truss structures,” in Proceedings of the 5th International Conference and Exhibition on High Performance Computing in the AsiaPacific Region (HPC '01), pp. 1–13, Queensland, Australia, September 2001. View at: Google Scholar
 R. Kicinger, T. Arciszewski, and K. A. De Jong, “Distributed evolutionary design: islandmodel based optimization of steel skeleton structures in tall buildings,” in Proceedings of the 10th International Conference on Computing in Civil and Building Engineering (ICCCBE '04), K. Beucke, B. Firmenich, D. Donath, R. Fruchter, and K. Roddis, Eds., p. 190, Weimar, Germany, June 2004. View at: Google Scholar
 R. Kicinger and T. Arciszewski, “Emprical analysis of memetic algorithms for conceptual design of steel structural systems in tall buildings,” in Proceedings of International Conference on Advance in Engineering Structures, Mechanics & Construction, vol. 140 of Solid Mechanics and Its Applications, pp. 277–288, Springer, Waterloo, Canada, May 2006. View at: Publisher Site  Google Scholar
 A. Kaveh and M. Shahrouzi, “Graph theoretical implementation of memetic algorithms in structural optimization of frame bracing layouts,” Engineering Computations, vol. 25, no. 1, pp. 55–85, 2008. View at: Publisher Site  Google Scholar
 M. K. Karakasis, A. P. Giotis, and K. C. Giannakoglou, “Inexact information aided, lowcost, distributed genetic algorithms for aerodynamic shape optimization,” International Journal for Numerical Methods in Fluids, vol. 43, no. 1011, pp. 1149–1166, 2003. View at: Publisher Site  Google Scholar
 M. K. Karakasis, D. G. Koubogiannis, and K. C. Giannakoglou, “Hierarchical distributed metamodelassisted evolutionary algorithms in shape optimization,” International Journal for Numerical Methods in Fluids, vol. 53, no. 3, pp. 455–469, 2007. View at: Publisher Site  Google Scholar
 P. I. K. Liakopoulos, I. C. Kampolis, and K. C. Giannakoglou, “Grid enabled, hierarchical distributed metamodelassisted evolutionary algorithms for aerodynamic shape optimization,” Future Generation Computer Systems, vol. 24, no. 7, pp. 701–708, 2008. View at: Publisher Site  Google Scholar
 O. Hasançebi and F. Erbatur, “Constraint handling in genetic algorithm integrated structural optimization,” Acta Mechanica, vol. 139–145, no. 1–4, pp. 15–31, 2000. View at: Publisher Site  Google Scholar
 A. E. Eiben and Z. Ruttkay, “Selfadaptivity for constraint satisfaction: learning penalty functions,” in Proceedings of the IEEE Conference on Evolutionary Computation (ICEC '96), pp. 258–261, Nagoya, Japan, May 1996. View at: Publisher Site  Google Scholar
 T. Bäck and F. Hoffmeister, “Extended selection mechanisms in genetic algorithms,” in Proceedings of the 4th International Conference on Genetic Algorithms (ICGA '91), pp. 92–99, San Diego, Calif, USA, July 1991. View at: Google Scholar
 D. E. Goldberg and J. Richardson, “Genetic algorithms with sharing for multimodal function optimization,” in Proceedings of the 2nd International Conference on Genetic Algorithms (ICGA '87), pp. 41–49, Cambridge, Mass, USA, July 1987. View at: Google Scholar
 D. SchlierkampVoosen and H. Mühlenbein, “Adaptation of population sizes by competing subpopulations,” in Proceedings of the IEEE Conference on Evolutionary Computation (ICEC '96), pp. 330–335, Nagoya, Japan, May 1996. View at: Publisher Site  Google Scholar
 S. Rajeev and C. S. Krishnamoorthy, “Genetic algorithmsbased methodologies for design optimization of trusses,” Journal of Structural Engineering, vol. 123, no. 3, pp. 350–358, 1997. View at: Publisher Site  Google Scholar
 D. M. Zhu, “An improved Templaman's algorithm for optimum design of trusses with discrete member sizes,” Engineering Optimization, vol. 9, pp. 303–312, 1986. View at: Publisher Site  Google Scholar
 F. Erbatur, O. Hasançebi, I. Tütüncü, and H. Kılıç, “Optimal design of planar and space structures with genetic algorithms,” Computers & Structures, vol. 75, no. 2, pp. 209–224, 2000. View at: Publisher Site  Google Scholar
 C. A. Coello Coello, M. Rudnick, and A. D. Christiansen, “Using genetic algorithms for optimal design of trusses,” in Proceedings of the 6th International Conference on Tools with Artificial Intelligence (TAI '94), pp. 88–94, New Orleans, La, USA, November 1994. View at: Publisher Site  Google Scholar
 S.J. Wu and P.T. Chow, “Genetic algorithms for solving mixeddiscrete optimization problems,” Journal of the Franklin Institute, vol. 331, no. 4, pp. 381–401, 1994. View at: Publisher Site  Google Scholar
 V. B. Venkayya, “Design of optimum structures,” Computers & Structures, vol. 1, no. 12, pp. 265–309, 1971. View at: Publisher Site  Google Scholar
 R. A. Gellatly and L. Berke, “Optimal structural design,” Air Force Flight Dynamics Laboratory (AFFDL), WrightPatterson Air force Base, Ohio, USA, 1971. View at: Google Scholar
 X. Renwei and L. Peng, “Structural optimization based on secondorder approximations of functions and dual theory,” Computer Methods in Applied Mechanics and Engineering, vol. 65, no. 2, pp. 101–114, 1987. View at: Publisher Site  Google Scholar
 L. A. Schmit, Jr. and B. Farshi, “Some approximation concepts for structural synthesis,” AIAA Journal, vol. 12, no. 5, pp. 692–699, 1974. View at: Publisher Site  Google Scholar
 P. Ponterosso and D. S. J. Fox, “Heuristically seeded genetic algorithms applied to truss optimisation,” Engineering with Computers, vol. 15, no. 4, pp. 345–355, 1999. View at: Publisher Site  Google Scholar
Copyright
Copyright © 2009 Tugrul Talaslioglu. This is an open access article distributed under the Creative Commons Attribution License, which permits unrestricted use, distribution, and reproduction in any medium, provided the original work is properly cited.