首页 | 官方网站   微博 | 高级检索  
     

地震下考虑桩-土-结构相互作用的输电塔-线体系响应分析
引用本文:田利,李兴建,易思银,潘海洋.地震下考虑桩-土-结构相互作用的输电塔-线体系响应分析[J].世界地震工程,2018,34(3):001-11.
作者姓名:田利  李兴建  易思银  潘海洋
作者单位:山东大学 土建与水利学院, 山东 济南 250061
摘    要:本文研究了考虑桩-土-结构相互作用的输电塔-线体系在地震作用下的响应。根据实际工程,采用ABAQUS有限元软件,建立了考虑桩-土-结构相互作用效应的输电塔-线体系有限元模型。选取不同场地类型下的12条天然地震波,研究了不同地震波激励下考虑桩-土-结构相互作用效应输电塔-线体系动力响应。通过与考虑刚性基础的输电塔-线体系动力响应对比,得到了输电塔的薄弱位置,并提出了基于刚性基础的输电塔抗震放大系数,可为输电塔抗震设计提供参考。

关 键 词:输电塔-线体系  桩-土-结构相互作用  地震动  动力响应  抗震设计

Response analysis of transmission tower-line system considering pile-soil-structure interaction under earthquake loading
TIAN Li,Li Xingjian,YI Siyin,PAN Haiyang.Response analysis of transmission tower-line system considering pile-soil-structure interaction under earthquake loading[J].World Information On Earthquake Engineering,2018,34(3):001-11.
Authors:TIAN Li  Li Xingjian  YI Siyin  PAN Haiyang
Affiliation:School of Civil Engineering, Shandong University, Jinan 250061, China
Abstract:In this paper, the seismic response of transmission tower-line system considering pile-soil-structure interaction (SSI) under earthquake loading was studied. According to a practical project, a finite element model of a transmission tower-line system considering SSI was established by using ABAQUS. Twelve sets of ground motion data of different site types were selected, and the dynamic response of the transmission tower-line system considering SSI under different ground motions was studied. Comparing with the dynamic response of the transmission tower considering the rigid foundation, the weak positions of the transmission tower considering SSI were obtained, and the seismic amplification factor of the transmission tower based on rigid foundation was proposed, which can provide a reference for the seismic design of the transmission tower structure.
Keywords:transmission tower-line system  pile-soil-structure interaction  ground motion  dynamic response  seismic design
本文献已被 CNKI 等数据库收录!
点击此处可从《世界地震工程》浏览原始摘要信息
点击此处可从《世界地震工程》下载全文
设为首页 | 免责声明 | 关于勤云 | 加入收藏

Copyright©北京勤云科技发展有限公司    京ICP备09084417号-23

京公网安备 11010802026262号