增设粘弹性阻尼器对超限高层的优化设计分析
증설점탄성조니기대초한고층적우화설계분석
of addition of viscoelastic damper in ultralimit high-rise buildings
  • 万方数据
    山西建筑 산서건축
    SHANXI ARCHITECTURE
    2012年 7期 35-37 ,共3页

    璩继立%张迪%璩家平

    거계립%장적%거가평

    消能减震%粘弹性阻尼器%布置方式%加强层 消能減震%粘彈性阻尼器%佈置方式%加彊層
    소능감진%점탄성조니기%포치방식%가강층
    seismic energy dissipation technique%viscoelastic damper%allocation way%strengthened layer
    介绍了消能减震技术的原理以及粘弹性阻尼器的工作机理,结合工程实例,对比了三种不同粘弹性阻尼器布置下的结构抗震性能,验证了粘弹性阻尼器可以有效改善加固改造后有加强层的超限高层的抗震能力。
    개소료소능감진기술적원리이급점탄성조니기적공작궤리,결합공정실례,대비료삼충불동점탄성조니기포치하적결구항진성능,험증료점탄성조니기가이유효개선가고개조후유가강층적초한고층적항진능력。
    The paper introduces the principle for the seismic energy dissipation technique and the work mechanism of the viscoelastic damper, combining with the project examples, compares the structural anti-seismic performance of the three different viscoelastic dampers, and proves the viscoelastic damper can effectively improve the anti-seismic performance of the ultralimit high-rise buildings with strengthened layer after the consolidation and reconstruction.
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