Advances in Civil Engineering / 2018 / Article / Tab 2

Research Article

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

Table 2

Wind loads calculated for the 10-storey braced frame [36].

FloorX-directionY-direction
Distributed windward force (kN/m)Distributed leeward force (kN/m)Distributed windward force (kN/m)Distributed leeward force (kN/m)

12.332.322.332.63
22.662.322.662.63
32.992.322.992.63
43.242.323.242.63
53.462.323.462.63
63.642.323.642.63
73.812.323.812.63
83.952.323.952.63
94.092.324.092.63
102.111.162.111.32

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