【作者】 姚大鹏； 张鹏；

【Author】 Yao Dapeng;Zhang Peng;Shenyang Jianzhu University Architecture Designing Institution;

【机构】 沈阳建筑大学建筑设计研究院；

【摘要】 通过对沈阳阳光100国际新城住宅进行动力弹性时程分析,计算结果表明结构能够实现预定的抗震性能目标,达到预期的性能水准。采用Perform-3D软件对结构进行动力弹塑性时程分析,验证结构是否满足预先设定的性能水准指标要求。通过分析表明高层结构住宅顶层剪力墙墙肢刚度过大,变形较大,施工图设计阶段应缓慢收进剪力墙墙肢厚度,以改善结构破坏形态,对类似工程提供参考。更多还原

【Abstract】 Through the dynamic elasticity of time history analysis for sunshine 100 international Metro residential in Shenyang,the calculation results show that the structure can achieve the goal of seismic performance of predetermined,achieve expected performance level.The rare earthquake dynamic elastic-plastic time history analysis of the structure was carried out by Perform-3D software,and the performance level index structure whether meet the predefined requirements was verified.Through the analysis of high-rise residential structure shows that the top shear wall stiffness is too large,the construction drawing design stage should be slowly into the shear wall thickness,to improve the structure failure pattern,provide the reference for the similar engineering.更多还原