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竖向地震作用对超大型冷却塔结构的影响分析
引用本文:于敏,刘晋超,吴波,张海燕,马兆荣.竖向地震作用对超大型冷却塔结构的影响分析[J].工程抗震与加固改造,2012(3):44-49,68.
作者姓名:于敏  刘晋超  吴波  张海燕  马兆荣
作者单位: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。

关 键 词:竖向地震作用  超大型冷却塔  土-结构相互作用  时程分析

Influence of Vertical Earthquake Action on Super Large Cooling Tower
Yu Min,Liu Jin-chao,Wu Bo,Zhang Hai-yan,Ma Zhao-rong.Influence of Vertical Earthquake Action on Super Large Cooling Tower[J].Earthquake Resistant Engineering and Retrofitting,2012(3):44-49,68.
Authors:Yu Min  Liu Jin-chao  Wu Bo  Zhang Hai-yan  Ma Zhao-rong
Affiliation: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)
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.
Keywords:vertical earthquake action  super large cooling tower  soil-structure interaction  time history analysis
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