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Performance-based multi-hazard evaluation of benchmark tall building via simplified nonlinear models
This study examines the nonlinear dynamic response of archetype tall buildings ( H-B-D = 5–1–1, T = 5 s) subjected to recurring earthquakes and winds in both single- and multi-hazard environments. Idealized two-degree-of-freedom models calibrated with smooth plasticity Bouc-Wen hysteretic elements
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