上海嘉定新城某超限层结构设计
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（中国建筑设计研究院上海分院，上海 200120）[摘要]工程采用钢筋混凝土部分框架剪力墙结构。采用基于性能的抗震设计方法，验证不同水准下结构及构件的抗震性能，包括多遇地震弹性计算、弹性时程分析、罕遇地震分析。最后提出了相应的设计措施，使结构能实现预期的性能目标。[关键词]超限高层;结构抗震性能设计中图分类号：TU317.2 文献标识码：A 文章编号：1002-848X(2013)S1-0228-03Structure design on ultra-limit high-rise building in Jiading Metro of ShanghaiJin Jian(China Architecture Design & Research Group (Shanghai), Shanghai 200120, China)Abstract: The frame shear wall structure is adopted for this project. Performance based seismic design was proposed. Structure and component performance were verified under different levels, including elastic analysis under frequent earthquake, elastic time history analysis, analysis of rare earthquake. Series of relevant were suggested to make sure the performance object can be well realized.Keywords: ultra-limit high-rise building; performance-based seismic design of structure
