节点文献

基于构件拆除法的不规则预压装配式框架连续倒塌分析

Progressive Collapse Analysis of Irregular Pre-pressed Frame Structure Based on Column Removal Method

  • 推荐 CAJ下载
  • PDF下载
  • 不支持迅雷等下载工具,请取消加速工具后下载。

【作者】 黄慎江陈宇

【Author】 HUANG Shenjiang;CHEN Yu;College of Civil Engineering,Hefei University of Technology;

【机构】 合肥工业大学土木与水利工程学院

【摘要】 文章通过ABAQUS有限元模拟软件建立了L形平面不规则预压装配式PC框架,设置多种不同工况,研究了拆除各个位置承重柱后该框架剩余结构的抗连续倒塌机理。研究表明:预压装配式结构可提高结构整体的最大抗力;预应力钢筋的配置可提高结构的抗连续倒塌能力,并在悬链线阶段提高效果明显;柱失效位置对结构抗连续倒塌有着重大的影响,转角柱的结构抗连续倒塌性能介于内柱与长边中柱之间,其破坏位置越低,破坏时间越早,破坏范围越大。

【Abstract】 The article uses ABAQUS finite element simulation software to establish an L-shaped plane irregularly pre-pressed assembled PC frame. Setting a variety of working conditions,the mechanism of structural resistance against progressive collapse of the remaining frame structure was studied when removing different load-bearing columns. The results show that the pre-pressed assembly structure can increase the maximum resistance of the structure;the configuration of prestressed steel bars can improve the structural resistance against progressive collapse,and the effect is better in the catenary stage. The failure position of the column has a significant impact on the structural resistance against progressive collapse,and the resistance of the corner column is between the inner column and the long-side center column. The lower the failure position and the earlier the failure time,the larger the failure range.

【基金】 国家自然科学青年科学基金项目(JZ2016GJQN0921);安徽省自然科学基金项目(JZ2015AKZR0029)
  • 【文献出处】 安徽建筑大学学报 ,Journal of Anhui Jianzhu University , 编辑部邮箱 ,2022年06期
  • 【分类号】TU312.3
  • 【下载频次】20
节点文献中: 

本文链接的文献网络图示:

本文的引文网络