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.
Storeys Member groups Literature research, Hasancebi [36 ] 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 W8 × 31 W8 × 31 W8 × 35 W8 × 31 OCl W21 × 83 W16 × 67 W12 × 65 W10 × 68 OCs W24 × 103 W30 × 108 W14 × 132 W30 × 108 IC W12 × 106 W14 × 99 W18 × 106 W14 × 109 OB W8 × 24 W8 × 24 W8 × 24 W8 × 28 IB W10 × 33 W12 × 35 W12 × 35 W14 × 43 BR W6 × 15 W8 × 24 W12 × 30 W8 × 15 3-4 CC W10 × 54 W8 × 35 W16 × 36 W14 × 30 OCl W10 × 49 W14 × 90 W12 × 35 W12 × 65 OCs W14 × 74 W30 × 108 W12 × 72 W18 × 55 IC W14 × 74 W21 × 68 W16 × 77 W21 × 73 OB W16 × 36 W8 × 24 W8 × 24 W8 × 24 IB W16 × 40 W12 × 35 W12 × 35 W14 × 38 BR W5 × 16 W12 × 16 W12 × 19 W8 × 24 5-6 CC W8 × 24 W8 × 31 W8 × 35 W8 × 31 OCl W8 × 31 W10 × 49 W10 × 54 W8 × 35 OCs W24 × 55 W16 × 45 W16 × 50 W21 × 68 IC W18 × 65 W24 × 55 W18 × 60 W24 × 62 OB W8 × 24 W16 × 36 W12 × 30 W16 × 36 IB W14 × 38 W14 × 34 W12 × 35 W14 × 34 BR W8 × 15 W12 × 22 W6 × 15 W8 × 28 7-8 CC W8 × 24 W8 × 24 W8 × 31 W8 × 40 OCl W10 × 49 W8 × 31 W14 × 48 W12 × 35 OCs W18 × 35 W14 × 43 W16 × 36 W14 × 48 IC W18 × 50 W16 × 40 W12 × 40 W27 × 84 OB W10 × 30 W8 × 24 W16 × 36 W12 × 35 IB W12 × 35 W14 × 34 W10 × 33 W10 × 33 BR W12 × 14 W10 × 15 W12 × 14 W10 × 15 9-10 CC W8 × 31 W8 × 31 W14 × 34 W8 × 31 OCl W10 × 26 W8 × 35 W10 × 33 W14 × 30 OCs W12 × 26 W8 × 40 W10 × 33 W10 × 33 IC W14 × 43 W14 × 34 W12 × 45 W12 × 45 OB W10 × 26 W24 × 55 W14 × 34 W14 × 30 IB W10 × 33 W14 × 34 W16 × 36 W16 × 36 BR W12 × 14 W12 × 14 W12 × 14 W12 × 14 Weight (kN) 1058.90 1095.27 1151.40 1124.00 1166.02 Maximum lateral displacement (cm) — 7.98 7.84 7.21 8.19 Interstorey drift (cm) — 0.91 0.915 0.915 0.915 Maximum settlement (cm) — — −0.660 — −0.669
