某部分框支剪力墙超限高层结构设计

摘要

Taking some structural design as the example,the papers adopts the antis-seismic design methods based on its performance require-ments,points out the reasonable anti-seismic performance aims,performance level and main methods for realizing the performance design,cal-culates the structures suffering from frequent earthquakes,seismic earthquakes,and rare earthquakes,and proves by the result that the horizon-tal and vertical member bearing capacity under earthquakes with different degrees and deformation status meet the designed performance aims and requirement,so it proves it is reasonable.%以某结构设计为例，采用基于性能要求的抗震设计方法，提出合理的抗震性能目标、性能水准及实现性能设计的主要方法，对结构进行多遇地震、设防地震及罕遇地震作用下的计算分析，结果表明在不同地震动水准下结构不同部位的水平和竖向构件承载力及变形状态达到了设定的性能目标要求，验证了方案的合理性。