上海某超限高层建筑抗震设计  

Aseismic Design of Super High-rise Building in Shanghai

作　　者：杜玉峰 DU Yu-feng(Shanghai Century Capital Architectural Design Institute Co,Ltd,Shanghai 200041,China)

机构地区：[1]上海世纪都城建筑设计研究院股份有限公司,上海200041

出　　处：《建材世界》2020年第1期15-19,共5页The World of Building Materials

摘　　要：结合上海某项目的工程实例,对高层建筑结构中出现的超限情况进行判别,对结构整体进行小震作用下的弹性计算,针对超限情况采取相应的加强措施,对楼板进行应力分析,对转换构件进行抗震性能分析计算。Combined with an engineering example of a project in Shanghai,the over-limit condition of high-rise building structure was identified,the elasticity calculation of the whole structure under the action of small earthquake was carried out,the corresponding strengthening measures were taken for the over-limit condition,the stress analysis of the floor slab and the seismic performance analysis and calculation of the transformation components were carried out.

关 键 词：竖向构件 高位转换 转换厚板 抗震性能 

分 类 号：TU3[建筑科学—结构工程]