浅谈某超限高层剪力墙结构的设计
천담모초한고층전력장결구적설계
On Design for Shear-wall Structure of an Ultra High-rise Building
  • 万方数据
    广西城镇建设 엄서성진건설
    CITIES AND TOWNS CONSTRUCTION IN GUANGXI
    2013年 3期 89-93 ,共5页

    孙昌%庞少华%蒙文流

    손창%방소화%몽문류

    超高层结构%剪力墙%超限分析%抗震性能%静力弹塑性分析 超高層結構%剪力牆%超限分析%抗震性能%靜力彈塑性分析
    초고층결구%전력장%초한분석%항진성능%정력탄소성분석
    ultra high-rise building%shear wall%over-limit structure%seismic performance%pushover analysis
    以某超高层剪力墙结构为例,根据结构超限类型及程度,对结构进行性能化抗震设计,并采取相应的抗震加强措施,最后采用satwe、Midas Building两个有限元软件对结构进行小震、中震、大震分析.结果表明,结构不规则程度和结构整体性能等均符合要求,结构设计能满足设计规范的要求,可以为类似工程参考借鉴.
    이모초고층전력장결구위례,근거결구초한류형급정도,대결구진행성능화항진설계,병채취상응적항진가강조시,최후채용satwe、Midas Building량개유한원연건대결구진행소진、중진、대진분석.결과표명,결구불규칙정도화결구정체성능등균부합요구,결구설계능만족설계규범적요구,가이위유사공정삼고차감.
    Through project case, this paper discusses on anti-seismic design for shear-wall structure of an ultra high-rise building for reference.
    원문보기 원문다운로드 사이트로이동
저자의 최근 논문