小震弹性中震不屈服和中震弹性在某多层建筑中的计算结果分析比较  

Analysis and Comparison of the Calculation Results of Small Earthquake Elastic Unyielding and Mid Earthquake Elasticity in a Multi-Storey Building

作　　者：费烜 FEI Xuan(Changzhou City Planning and Design Institute,Changzhou Jiangsu 213002 China)

机构地区：[1]常州市规划设计院,江苏常州213002

出　　处：《江苏建筑》2018年第4期47-50,共4页Jiangsu Construction

摘　　要：通过对某工程进行小震弹性、中震不屈服、中震弹性3种抗震计算模型下计算结果分析对比,直观揭示了在3种计算模型下计算结果的差异,可为多层复杂结构的抗震性能化优化设计提供参考。Small earthquake elasticity to a certain project、medium earthquake does not yieid、medium earthquake elasticity analysis and comparison of calculation results under three kinds of aseismic calculation models,the difference between calculated results under three computing models is revealed intuitively,it can provide reference for aseismic performance-based optimization design of multi-storey complex structures.

关 键 词：抗震性能化设计 小震弹性 中震不屈服 中震弹性 

分 类 号：TU352.11[建筑科学—结构工程]