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水平地震作用考虑土-结构共同作用的高层钢结构交错桁架内力分析
引用本文:蒋建国,梁洪涛.水平地震作用考虑土-结构共同作用的高层钢结构交错桁架内力分析[J].铁道科学与工程学报,2011(2):17-20.
作者姓名:蒋建国  梁洪涛
作者单位:中南大学土木工程学院;
摘    要:研究了三维高层钢结构交错桁架的动力内力反应,在计算水平地震作用下交错桁架的动力反应时考虑土-结构共同作用。在进行内力计算与分析时,同时研究交错桁架结构底柱固定与考虑共同作用两种情况,对水平地震作用下的最大动力反应进行了研究。计算结果表明:考虑土-结构共同作用时,水平地震作用下交错桁架柱子的最大内力将减少,并且其内力变化也更加缓和。

关 键 词:钢结构  动力分析  交错桁架  土-结构共同作用  地震作用  基础

Ananlysis of internal forces of high-rise steel staggered truss under horizontal seismic considering soil-structure interaction
JIANG Jian-guo,LIANG Hong-tao.Ananlysis of internal forces of high-rise steel staggered truss under horizontal seismic considering soil-structure interaction[J].Journal of Railway Science and Engineering,2011(2):17-20.
Authors:JIANG Jian-guo  LIANG Hong-tao
Institution:JIANG Jian-guo,LIANG Hong-tao(School of Civil Engineering and Architecture,Central South University,Changsha 410075,China)
Abstract:The dynamic internal forces of the three dimensions high-rise steel staggered truss were studied,and the influence of soil-structure interaction(SSI) were considered when the responses of this system under horizontal seismic was calculated.The internal forces of staggered truss system with column foot fixed and with pile group's foundation considering SSI were calculated and investigated.The maximum dynamic response of that under horizontal seismic was also investigated.The result shows that the maximum res...
Keywords:steel structure  dynamic analysis  staggered truss  soil-structure interaction  seismic  foundation  
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