铁道科学与工程学报2013，Vol.10Issue(3)：53-57,5.
某地铁上盖物业超限高层弹塑性地震反应分析
Analysis of elasto-plastic seismic response of an ultra-limit over-track building
摘要
Abstract
Dynamic elasto-plastic time-history analysis method was conducted to investigate an ultra-limit over-track building and five natural waves together with two artifical waves were inducted to study the dynamic response of the structure and the degree of damage of structure members under rare earthquakes,meanwhile,the seismic performance evaluation of overall structure and corresponding comporents was made.The results show that this ultra-limit building structure has effective yielding mechanism under rare earthquakes and can fulfil the pre-set design goals of the seismic performance.关键词
地铁上盖物业/超限高层/弹塑性时程分析/抗震性能Key words
over-track building/ ultra-limit tall-building/ elasto-plastic time-history analysis/ seismic performance分类
建筑与水利引用本文复制引用
刘洋,任路,谢伟平..某地铁上盖物业超限高层弹塑性地震反应分析[J].铁道科学与工程学报,2013,10(3):53-57,5.基金项目
国家自然科学基金面上资助项目(51178365) （51178365）
武汉市学科带头人计划项目(201051730549) （201051730549）
