Advances in Civil Engineering / 2018 / Article / Tab 7

Research Article

Optimum Design of Braced Steel Space Frames including Soil-Structure Interaction via Teaching-Learning-Based Optimization and Harmony Search Algorithms

Table 7

Optimum results of the Z-braced space frame.

StoreysMember groupsLiterature research, Hasancebi [36]This study
TLBO without soil-structure interactionTLBO with soil-structure interactionHS without soil-structure interactionHS with soil-structure interaction

1-2CCW8 × 31W8 × 31W8 × 35W8 × 31
OClW21 × 83W16 × 67W12 × 65W10 × 68
OCsW24 × 103W30 × 108W14 × 132W30 × 108
ICW12 × 106W14 × 99W18 × 106W14 × 109
OBW8 × 24W8 × 24W8 × 24W8 × 28
IBW10 × 33W12 × 35W12 × 35W14 × 43
BRW6 × 15W8 × 24W12 × 30W8 × 15
3-4CCW10 × 54W8 × 35W16 × 36W14 × 30
OClW10 × 49W14 × 90W12 × 35W12 × 65
OCsW14 × 74W30 × 108W12 × 72W18 × 55
ICW14 × 74W21 × 68W16 × 77W21 × 73
OBW16 × 36W8 × 24W8 × 24W8 × 24
IBW16 × 40W12 × 35W12 × 35W14 × 38
BRW5 × 16W12 × 16W12 × 19W8 × 24
5-6CCW8 × 24W8 × 31W8 × 35W8 × 31
OClW8 × 31W10 × 49W10 × 54W8 × 35
OCsW24 × 55W16 × 45W16 × 50W21 × 68
ICW18 × 65W24 × 55W18 × 60W24 × 62
OBW8 × 24W16 × 36W12 × 30W16 × 36
IBW14 × 38W14 × 34W12 × 35W14 × 34
BRW8 × 15W12 × 22W6 × 15W8 × 28
7-8CCW8 × 24W8 × 24W8 × 31W8 × 40
OClW10 × 49W8 × 31W14 × 48W12 × 35
OCsW18 × 35W14 × 43W16 × 36W14 × 48
ICW18 × 50W16 × 40W12 × 40W27 × 84
OBW10 × 30W8 × 24W16 × 36W12 × 35
IBW12 × 35W14 × 34W10 × 33W10 × 33
BRW12 × 14W10 × 15W12 × 14W10 × 15
9-10CCW8 × 31W8 × 31W14 × 34W8 × 31
OClW10 × 26W8 × 35W10 × 33W14 × 30
OCsW12 × 26W8 × 40W10 × 33W10 × 33
ICW14 × 43W14 × 34W12 × 45W12 × 45
OBW10 × 26W24 × 55W14 × 34W14 × 30
IBW10 × 33W14 × 34W16 × 36W16 × 36
BRW12 × 14W12 × 14W12 × 14W12 × 14
Weight (kN)1058.901095.271151.401124.001166.02
Maximum lateral displacement (cm)7.987.847.218.19
Interstorey drift (cm)0.910.9150.9150.915
Maximum settlement (cm)−0.660−0.669

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