上海新荟购物广场1#楼超限结构设计与分析

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英文篇名：Out-of-code structural design and analysis of Shanghai Xinhui Shopping Plaza 1# Tower 作者：胡正平 ; 閤东东 ; 卢清刚 英文作者：Hu Zhengping;Ge Dongdong;Lu Qinggang;College of Architecture and Civil Engineering,Hunan University of Arts and Science;Department of Civil Engineering,Tsinghua University;Beijing Institute of Architectural Design; 关键词：上海新荟购物广场 ; 超限结构 ; 性能指标 ; 动力弹塑性 ; 楼板应力分析 英文关键词：Shanghai Xinhui Shopping Plaza;;out-of-code structure;;performance index;;dynamic elastic-plastic;;floor stress analysis 中文刊名：JCJG 英文刊名：Building Structure 机构：湖南文理学院土木建筑工程学院;清华大学土木系;北京市建筑设计研究院; 出版日期：2016-05-10 出版单位：建筑结构 年：2016 期：v.46;No.429 语种：中文; 页：JCJG201609007 页数：5 CN：09 ISSN：11-2833/TU 分类号：42-46

摘要

上海新荟购物广场1#楼为存在平面、竖向、扭转等不规则情况的超限超长高层建筑。针对该复杂、重要、特殊的结构,结构设计确定相应的抗震性能指标,并采用不同计算软件进行结构设计分析。针对超长超限的特点运用有限元软件对结构进行了地震作用与温度作用的综合分析,并制定了相应的结构加强措施。
        Shanghai Xinhui Shopping Plaza 1# Tower is an out-of-code super-long high-rise building with plane,vertical and rotational irregularities. For this complex,important and special structure,relevant seismic performance indices were determined in structural design and different calculation programs were used to conduct structural design analysis. In view of the characteristics of out-of-codes and super-length in structural calculation,the finite element software was used to carry out comprehensive analysis on the earthquake action and the temperature action on the structure,and the corresponding structural strengthening measures were established.

引文

[1]扶长生,刘春明,李永双,等.高层建筑薄弱连接混凝土楼板应力分析及抗震设计[J].建筑结构,2008,38(3):106-110.