WebMar 1, 2024 · It can be seen that: ① the initial lateral stiffness of CW1 and CW2 were close, and larger than that of CW3, due to the fact that the corrugated panel have a major contribution at the initial loading stage. ② For CW1, before drift angle 2.0 % the skeleton curve achieved the maximum lateral resistant capacity and entered the plateau, which … WebFeb 27, 2024 · corrugated steel infill panel; opening; cyclic loading; hysteretic behavior; ultimate strength; energy dissipation 1. Introduction One type of lateral load resisting …
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