摘要
无锡秀场为一演艺定制化剧场项目,由于建筑功能的要求,部分楼层存在楼板不连续、穿层柱等不规则情况。本项目采用了MIDAS及YJK等软件对关键构件及普通竖向构件进行了中、大震下的性能化分析计算,并采用MIDAS软件进行弹塑性分析验证,为该类结构性能化设计提供参考。
WuXi Show Theatre is a performance-customized theare.Due to the requirements of the functions,there are some irregular situations,such as floor discontinuity and skip-floor columns.The MIDAS and YJK softwares are used,and key members and ordinary members are analyzed under medium and rare earthquake conditions.Elasto-plastic analysis is also adopted using MIDAS software to check the seismic performance of the structure.These analysis results can provide reference for performance-based design of the project and other similar projects.
作者
何礼东
阮永辉
徐旭东
HE Lidong;RUAN Yonghui;XU Xudong(Architectural Design&Research Institute of Tongji University,Shanghai 200092,China;Rongchuang(Wanda)Cultural Tourism Planning&Research Institute,Beijing 100022,China)
出处
《结构工程师》
2021年第1期214-220,共7页
Structural Engineers
关键词
楼板不连续
抗震性能化设计
弹塑性分析
floor discontinuity
performance-based seismic design
elasto-plastic analysis
