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提出了带有端板连接的可替换式耗能梁段的新型偏心支撑结构体系,并且基于ABAQUS有限元分析软件建立了一个带有端板连接的可替换式耗能梁段的单层偏心支撑钢框架有限元模型,研究了这种可替换式偏心支撑钢框架在循环荷载作用下的抗震性能与耗能能力,结果表明可替换式耗能梁段偏心支撑钢框架结构具有较好的耗能能力。
A new eccentric support structure system with alternative energy beam sections with end plates is proposed and a single-layer eccentric support with replaceable energy dissipation beam sections with end plates is established based on ABAQUS finite element analysis software The finite element model of the steel frame was used to study the seismic performance and energy dissipation capacity of the replaceable eccentrically braced steel frame under cyclic loading. The results show that the energy-dissipating structure of the eccentrically braced steel frame with replaceable energy dissipating beam segment has better energy dissipation ability.