Advances in Civil Engineering / 2018 / Article / Tab 9

Research Article

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

Table 9

Optimum results of the eccentric V-braced space frame.

StoreysMember groupsThis study
TLBO without soil-structure interactionTLBO with soil-structure interactionHS without soil-structure interactionHS with soil-structure interaction

1-2CCW24 × 68W14 × 14W14 × 14W10 × 10
OClW24 × 24W12 × 12W14 × 14W12 × 12
OCsW36 × 36W14 × 14W10 × 10W40 × 40
ICW14 × 14W10 × 10W18 × 18W12 × 12
OBW10 × 10W18 × 18W18 × 18W16 × 16
IBW18 × 18W16 × 16W8 × 8W16 × 16
BRW10 × 10W16 × 16W10 × 10W8 × 8
3-4CCW10 × 10W12 × 12W18 × 18W14 × 14
OClW12 × 12W12 × 12W14 × 14W12 × 12
OCsW10 × 10W12 × 12W12 × 12W21 × 21
ICW27 × 27W14 × 14W14 × 14W14 × 14
OBW18 × 18W16 × 16W16 × 16W16 × 16
IBW12 × 12W24 × 24W10 × 10W16 × 16
BRW12 × 12W10 × 10W10 × 10W12 × 12
5-6CCW12 × 12W12 × 12W16 × 16W10 × 10
OClW12 × 12W10 × 10W12 × 12W8 × 8
OCsW24 × 24W12 × 12W12 × 12W12 × 12
ICW14 × 14W16 × 16W24 × 24W24 × 24
OBW18 × 18W12 × 12W14 × 14W16 × 16
IBW14 × 14W24 × 24W16 × 16W14 × 14
BRW10 × 10W6 × 6W12 × 12W6 × 6
7-8CCW10 × 10W12 × 12W8 × 8W14 × 14
OClW16 × 16W8 × 8W12 × 12W12 × 12
OCsW10 × 10W8 × 8W16 × 16W14 × 14
ICW10 × 10W18 × 18W10 × 10W10 × 10
OBW12 × 12W8 × 8W16 × 16W8 × 8
IBW14 × 14W14 × 14W10 × 10W10 × 10
BRW12 × 12W12 × 12W12 × 12W12 × 12
9-10CCW12 × 12W8 × 8W14 × 14W14 × 14
OClW8 × 8W10 × 10W10 × 10W8 × 8
OCsW8 × 8W12 × 12W10 × 10W10 × 10
ICW14 × 14W10 × 10W14 × 14W12 × 12
OBW8 × 8W8 × 8W10 × 10W14 × 14
IBW12 × 12W10 × 10W14 × 14W10 × 10
BRW10 × 10W12 × 12W12 × 12W6 × 6
Weight (kN)1275.011355.051335.231441.58
Maximum lateral displacement (cm)7.768.097.517.66
Interstorey drift (cm)0.910.9150.910.915
Maximum settlement (cm)−0.609−0.609

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