期刊文献+

某超高结构加强层的“嵌固”作用讨论 被引量:1

Discussion on fixed effect of strengthened story in super high-rise building
下载PDF
导出
摘要 伸臂桁架能够协调核心筒和外部框架的变形,使结构整体刚度显著增加,但是加强层引起结构整体刚度突变,对其以上楼层形成“嵌固”作用。兰州市某超限高层采用钢管混凝土框架-核心筒-伸臂桁架结构体系,对该结构进行分析表明加强层处倾覆力矩、剪力和墙肢拉应力产生突变且明显增大,罕遇地震下加强层处是仅次于结构底部的第二屈服部位。 Outrigger truss could coordinate the deformation between core tube and external frame,and make the fstructural integral stiffness increase significantly,however stiffness mutation is caused by strengthened story,which produced fixed effect.A super highrise concrete filled steel tube frame-core tube-outrigger truss structure is discussed,the results show that overturn moment,shear and tensile stress of wall panel change suddenly and increase obviously near strengthened story.This region is the second yield part of the structure under rare earthquake.
作者 郑世钧 张昊强 Zheng Shi-jun;Zhang Hao-qiang(Gansu Institute of Architectural Design and Research Co.Ltd,Lanzhou 730030,China)
出处 《工程抗震与加固改造》 北大核心 2019年第2期114-118,135,共6页 Earthquake Resistant Engineering and Retrofitting
关键词 超高层 加强层 “嵌固”作用 刚度突变 屈服机制 super high-rise building strengthened story fixed effect stiffness mutation yield mechanism
  • 相关文献

参考文献5

二级参考文献32

共引文献44

引证文献1

相关作者

内容加载中请稍等...

相关机构

内容加载中请稍等...

相关主题

内容加载中请稍等...

浏览历史

内容加载中请稍等...
;
使用帮助 返回顶部