Advances in Civil Engineering / 2018 / Article / Tab 3

Research Article

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

Table 3

Optimum results of the X-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

1-2CCW16 × 36W8 × 24W8 × 28W8 × 35W8 × 31
OClW12 × 65W21 × 83W14 × 99W14 × 43W12 × 50
OCsW24 × 94W44 × 224W44 × 224W12 × 50W18 × 50
ICW12 × 120W14 × 74W16 × 89W18 × 97W18 × 119
OBW8 × 18W8 × 24W10 × 26W8 × 24W8 × 24
IBW18 × 35W10 × 33W14 × 48W10 × 33W16 × 40
BRW5 × 19W8 × 15W12 × 16W8 × 21W8 × 15
3-4CCW10 × 33W8 × 28W8 × 28W14 × 48W10 × 60
OClW10 × 54W12 × 87W10 × 49W10 × 33W12 × 65
OCsW12 × 72W10 × 49W12 × 53W24 × 68W24 × 76
ICW30 × 90W24 × 62W12 × 72W14 × 68W24 × 94
OBW8 × 18W12 × 30W8 × 24W18 × 50W18 × 50
IBW12 × 26W14 × 34W8 × 35W10 × 33W12 × 35
BRW6 × 15W12 × 14W12 × 14W10 × 15W6 × 15
5-6CCW16 × 31W16 × 36W8 × 31W14 × 34W14 × 43
OClW10 × 49W8 × 35W14 × 34W8 × 28W12 × 45
OCsW10 × 54W8 × 40W10 × 60W14 × 38W16 × 50
ICW12 × 58W24 × 55W14 × 53W16 × 57W18 × 65
OBW8 × 21W16 × 36W10 × 30W10 × 30W10 × 30
IBW12 × 26W16 × 36W14 × 38W16 × 45W18 × 50
BRW6 × 15W10 × 15W12 × 14W12 × 22W6 × 15
7-8CCW16 × 26W8 × 24W12 × 53W10 × 45W10 × 45
OClW10 × 49W8 × 31W10 × 49W12 × 45W12 × 45
OCsW10 × 49W10 × 54W12 × 53W10 × 45W14 × 48
ICW14 × 38W16 × 36W14 × 43W14 × 48W10 × 68
OBW8 × 21W8 × 24W10 × 30W8 × 35W12 × 35
IBW12 × 26W14 × 34W18 × 40W10 × 33W10 × 33
BRW6 × 9W12 × 14W12 × 14W12 × 14W12 × 14
9-10CCW12 × 26W8 × 28W8 × 24W8 × 31W12 × 40
OClW8 × 31W10 × 49W14 × 30W10 × 33W14 × 53
OCsW8 × 40W8 × 31W12 × 40W14 × 30W14 × 30
ICW8 × 28W12 × 30W12 × 40W16 × 36W12 × 45
OBW8 × 18W8 × 24W8 × 24W21 × 44W8 × 24
IBW12 × 30W21 × 44W10 × 33W16 × 36W10 × 39
BRW6 × 9W10 × 15W10 × 15W12 × 14W12 × 14
Weight (kN)1092.911170.031217.911201.131265.50
Maximum lateral displacement (cm)6.367.597.928.29
Interstorey drift (cm)0.810.910.9150.915
Maximum settlement (cm)−0.657−0.670

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