Seismic Performance of Super High-Rise Building Structure with Dual Lines of Defense Based on Response Surface Optimization Algorithm

<div>Comparison results of the maximum axial compression ratio of beam members and shear walls. (a) Axial compression ratio of the beam member. (b) Axial compression ratio of shear wall.</div>

Shock and Vibration

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Figure 5

Figure 5: Seismic Performance of Super High-Rise Building Structure with Dual Lines of Defense Based on Response Surface Optimization Algorithm 