Advances in Civil Engineering / 2018 / Article / Tab 5 / Research Article
Optimum Design of Braced Steel Space Frames including Soil-Structure Interaction via Teaching-Learning-Based Optimization and Harmony Search Algorithms Table 5 Optimum results of the V-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 × 28 W8 × 31 W8 × 28 W8 × 28 OCl W14 × 43 W16 × 67 W16 × 50 W12 × 50 OCs W44 × 224 W27 × 161 W16 × 67 W18 × 106 IC W10 × 88 W18 × 106 W18 × 106 W14 × 132 OB W8 × 28 W14 × 34 W8 × 24 W8 × 24 IB W10 × 33 W10 × 33 W8 × 35 W10 × 33 BR W12 × 14 W6 × 15 W8 × 21 W12 × 14 3-4 CC W8 × 24 W8 × 24 W8 × 31 W8 × 24 OCl W12 × 45 W10 × 49 W12 × 35 W21 × 44 OCs W10 × 45 W18 × 86 W10 × 45 W16 × 40 IC W21 × 62 W21 × 68 W14 × 68 W18 × 65 OB W8 × 24 W10 × 30 W8 × 24 W8 × 24 IB W12 × 35 W8 × 35 W12 × 35 W16 × 40 BR W5 × 16 W8 × 21 W14 × 22 W10 × 26 5-6 CC W12 × 30 W8 × 24 W10 × 39 W10 × 33 OCl W14 × 34 W8 × 31 W16 × 36 W16 × 36 OCs W18 × 46 W14 × 48 W18 × 55 W18 × 50 IC W12 × 50 W18 × 55 W24 × 55 W21 × 62 OB W10 × 30 W8 × 24 W14 × 38 W14 × 38 IB W8 × 35 W16 × 36 W14 × 38 W18 × 50 BR W10 × 15 W12 × 19 W12 × 22 W6 × 15 7-8 CC W8 × 28 W8 × 24 W14 × 53 W16 × 77 OCl W8 × 28 W8 × 35 W12 × 45 W8 × 35 OCs W8 × 24 W12 × 30 W10 × 45 W8 × 35 IC W16 × 40 W16 × 45 W10 × 39 W12 × 40 OB W10 × 30 W8 × 24 W8 × 31 W8 × 35 IB W16 × 36 W14 × 34 W10 × 33 W18 × 40 BR W12 × 14 W12 × 16 W8 × 21 W12 × 22 9-10 CC W12 × 30 W8 × 28 W14 × 48 W12 × 40 OCl W10 × 33 W8 × 24 W8 × 35 W8 × 40 OCs W8 × 31 W8 × 24 W8 × 35 W8 × 35 IC W24 × 55 W12 × 26 W16 × 36 W16 × 36 OB W8 × 24 W8 × 24 W8 × 31 W8 × 31 IB W16 × 36 W18 × 40 W14 × 34 W16 × 36 BR W10 × 15 W10 × 15 W12 × 14 W12 × 14 Weight (kN) 1082.80 1083.80 1101.27 1118.04 1185.53 Maximum lateral displacement (cm) — 6.93 7.91 8.01 7.99 Interstorey drift (cm) — 0.91 0.91 0.915 0.91 Maximum settlement (cm) — — −0.650 — −0.653
