文章摘要
曲激婷,李志彩.半刚接钢框架结构抗竖向连续倒塌动力响应分析[J].,2019,59(4):409-416
半刚接钢框架结构抗竖向连续倒塌动力响应分析
Dynamic response analysis of semi-rigid steel frame structures resisting vertical progressive collapse
  
DOI:10.7511/dllgxb201904012
中文关键词: 向量式有限元  半刚性连接  连续倒塌  柱失效  节点转动刚度
英文关键词: vector form intrinsic finite element (VFIFE)  semi-rigid connection  progressive collapse  failure of columns  node rotational stiffness
基金项目:国家自然科学基金资助项目(51778113);国家重点研发计划资助项目(2016YFC0701108);中央高校基本科研业务费专项资金资助项目(DUT17LK29).
作者单位
曲激婷,李志彩  
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中文摘要:
      基于向量式有限元建立半刚接钢框架结构模型,考虑初始变形,采用将构件拆除前后的静力分析和动力分析全过程统一的瞬时卸载法.通过对一平面半刚接钢框架结构进行动力非线性分析,研究底层不同柱失效后剩余结构抗竖向连续倒塌动力响应,对比不同节点转动刚度对钢框架结构抗倒塌性能的影响.结果表明,节点转动刚度对钢框架结构抗竖向连续倒塌影响较大,因此在研究钢框架结构抗竖向连续倒塌时有必要考虑梁柱真实连接刚度.
英文摘要:
      Based on vector form intrinsic finite element (VFIFE), a model of semi-rigid steel frame structure is constructed. Considering initial deformation condition the transient unloading method is used to analyze the integration of static and dynamic analysis before and after the component is removed. Through the dynamic nonlinear analysis of a plane semi-rigid steel frame structure, the dynamic response is studied for the residual structure resisting vertical progressive collapse after the failure of different columns in the bottom floor, and influence of different node rotational stiffness on collapse resistance of the steel frame structure is compared. The results show that the node rotational stiffness has a great influence on the vertical progressive collapse of the steel frame structure. Therefore, it is necessary to consider the true connection stiffness of beams and columns in the study of the vertical progressive collapse of steel frame structures.
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