节点文献

竖向地震作用对超大型冷却塔结构的影响分析

Influence of Vertical Earthquake Action on Super Large Cooling Tower

  • 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】 于敏刘晋超吴波张海燕马兆荣

【Author】 Yu Min1,Liu Jin-chao2,Wu Bo1,Zhang Hai-yan1,Ma Zhao-rong2(1.State Key Laboratory of Subtropical Architecture Science,South China University of Technology,Guangzhou 510640,China;2.Guangdong Electric Power Design Institute,Guangzhou 510663,China)

【机构】 华南理工大学亚热带建筑科学国家重点实验室广东省电力设计研究院

【摘要】 采用ABAQUS有限元分析软件,分别对不考虑和考虑土-结构相互作用的超大型冷却塔结构进行了弹性和弹塑性时程分析,研究了竖向地震作用对超大型冷却塔结构的影响以及考虑土-结构相互作用后竖向地震作用影响的差异。结果表明:竖向地震作用对冷却塔塔壳的竖向加速度和竖向位移、塔壳喉部主应力影响明显,对支柱轴力有一定影响,对结构水平向的地震响应影响相对较小;考虑土-结构相互作用后,竖向地震作用对支柱的竖向加速度、支柱内力以及塔壳喉部的主应力影响略有增大。

【Abstract】 Using ABAQUS finite element analysis software,elastic and elastic-plastic time-history analysis are conducted respectively on super large cooling tower considering soil-structure interaction or not.The influence of vertical earthquake action on super large cooling tower and the difference after considering soil-structure interaction are investigated.The results show that the vertical earthquake action affects obviously on vertical acceleration and vertical displacement of upper structure and the principal stress at the throat of the cooling tower.It also affects axial force of columns to a certain extent.But the influence of vertical earthquake action on the horizontal seismic response of structure is relatively minor.After considering the soil-structure interaction,the influence of vertical earthquake action on the vertical acceleration and the internal forces of columns and the principal stress at the throat of the cooling tower is slightly increased.

  • 【文献出处】 工程抗震与加固改造 ,Earthquake Resistant Engineering and Retrofitting , 编辑部邮箱 ,2012年03期
  • 【分类号】TU347;TU311.3
  • 【被引频次】6
  • 【下载频次】159
节点文献中: 

本文链接的文献网络图示:

本文的引文网络