摘要
对卓越辛养工业区01地块项目的抗震性能设计进行了详细描述。项目采用了底部大空间的部分框支剪力墙结构,同时采用了不设缝的多塔结构形式。通过YJK与STRAT两种软件计算对比,证明了计算模型可靠性,采用了STRAT软件对结构进行了罕遇地震下弹塑性动力时程分析,同时采用Midas Gen和ABAQUS分别进行了大底盘楼盖温度应力分析和转换层详细应力分析。分析表明:结构抗震性能满足性能目标要求。
The seismic performance design of Zhuoyue Xinyang Industrial Block 01 project is described in detail.described.Partial frame-supported shear wall structure is adopted for this project,at the same time,therer is no seismic joint between the towers and annex.The reliability of the model has been proved by the contrast calculation in YJK and STRAT.Elastic-plastic dynaic analysis to this project has been proceed by STRAT.At the same time,the temperature stress of the slab at the podium roof and the stress of the transfer floor are calculated by Midas gen and ABAQUS respectively.Analysis showed that the seismic performance of this structure can satisfy the requirements of the performance objectives.
作者
杨涛
许谦
易剑
Yang Tao;Xu Qian;Yi Jian(A+E Design Co.,Ltd. Shenzhen 518031,China)
出处
《广东土木与建筑》
2019年第3期17-20,68,共5页
Guangdong Architecture Civil Engineering
关键词
弹塑性分析
抗震性能
转换层
多塔
elastic-plastic analysis
seismic performance
transfer floor
multiy towers
