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
【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.
【Key words】 irregular frame; component removal method; progressive collapse; prepressed frame structure; ABAQUS simulation analysis;
- 【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