摘要:本文基于模态Pushover方法和等强度延性需求谱理论,给出了竖向不规则结构评估的方法和步骤。通过模态Pushover方法,以考虑竖向不规则结构在地震作用下高振型的影响,利用等强度延性需求谱对等效单自由度体系进行计算,得到其延性和位移需求,并转化为多自由度体系的位移需求。利用上述方法对典型的竖向不规则结构算例进行了分析计算,结果表明该方法能够有效应用于竖向不规则结构的计算。
Abstract: Based on the modal pushover analysis (MPA) and constant-strength ductility demand spectrum method, the basic solving process of the vertical irregular structure is put forward. Using the modal pushover analysis, the influence of high modes can be taken into account. Using the constant-strength ductility demand spectrum method, the ductility and
displacement demand of the equivalent single degree of freedom is
obtained, then translate them into the displacement demand of multi degree of freedom system. Using these methods to analyze the examples of typical irregular vertical structures, the results demonstrate that these methods can be used in the calculation of the vertical irregular structure.