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.
Storeys Member groups This study TLBO without soil-structure interaction TLBO with soil-structure interaction HS without soil-structure interaction HS with soil-structure interaction 1-2 CC W24 × 68 W14 × 14 W14 × 14 W10 × 10 OCl W24 × 24 W12 × 12 W14 × 14 W12 × 12 OCs W36 × 36 W14 × 14 W10 × 10 W40 × 40 IC W14 × 14 W10 × 10 W18 × 18 W12 × 12 OB W10 × 10 W18 × 18 W18 × 18 W16 × 16 IB W18 × 18 W16 × 16 W8 × 8 W16 × 16 BR W10 × 10 W16 × 16 W10 × 10 W8 × 8 3-4 CC W10 × 10 W12 × 12 W18 × 18 W14 × 14 OCl W12 × 12 W12 × 12 W14 × 14 W12 × 12 OCs W10 × 10 W12 × 12 W12 × 12 W21 × 21 IC W27 × 27 W14 × 14 W14 × 14 W14 × 14 OB W18 × 18 W16 × 16 W16 × 16 W16 × 16 IB W12 × 12 W24 × 24 W10 × 10 W16 × 16 BR W12 × 12 W10 × 10 W10 × 10 W12 × 12 5-6 CC W12 × 12 W12 × 12 W16 × 16 W10 × 10 OCl W12 × 12 W10 × 10 W12 × 12 W8 × 8 OCs W24 × 24 W12 × 12 W12 × 12 W12 × 12 IC W14 × 14 W16 × 16 W24 × 24 W24 × 24 OB W18 × 18 W12 × 12 W14 × 14 W16 × 16 IB W14 × 14 W24 × 24 W16 × 16 W14 × 14 BR W10 × 10 W6 × 6 W12 × 12 W6 × 6 7-8 CC W10 × 10 W12 × 12 W8 × 8 W14 × 14 OCl W16 × 16 W8 × 8 W12 × 12 W12 × 12 OCs W10 × 10 W8 × 8 W16 × 16 W14 × 14 IC W10 × 10 W18 × 18 W10 × 10 W10 × 10 OB W12 × 12 W8 × 8 W16 × 16 W8 × 8 IB W14 × 14 W14 × 14 W10 × 10 W10 × 10 BR W12 × 12 W12 × 12 W12 × 12 W12 × 12 9-10 CC W12 × 12 W8 × 8 W14 × 14 W14 × 14 OCl W8 × 8 W10 × 10 W10 × 10 W8 × 8 OCs W8 × 8 W12 × 12 W10 × 10 W10 × 10 IC W14 × 14 W10 × 10 W14 × 14 W12 × 12 OB W8 × 8 W8 × 8 W10 × 10 W14 × 14 IB W12 × 12 W10 × 10 W14 × 14 W10 × 10 BR W10 × 10 W12 × 12 W12 × 12 W6 × 6 Weight (kN) 1275.01 1355.05 1335.23 1441.58 Maximum lateral displacement (cm) 7.76 8.09 7.51 7.66 Interstorey drift (cm) 0.91 0.915 0.91 0.915 Maximum settlement (cm) — −0.609 — −0.609