Seismic Performance Analysis of Buried Pipeline

被引：1
|
作者：
He, Shuanghua [1 ]
Li, Zhipeng
Zhang, Xinzhong [2 ,3 ]
机构：
[1] N China Univ Water Resources & Elect Power, Sch Civil Engn & Commun, Zhengzhou 450011, Henan, Peoples R China
[2] China CO LTD, Cent China Real Estate Grp, Zhengzhou 450011, Henan, Peoples R China
[3] North China Univ Water Resources & Elect Power, Sch Architecture, Zhengzhou 450011, Peoples R China
来源：
ADVANCES IN CIVIL ENGINEERING, PTS 1-6 | 2011年 / 255-260卷
关键词：
Seismic Wave; Buried Pipeline; Axial Deformation; Transfer Coefficient;
D O I：
10.4028/www.scientific.net/AMR.255-260.2466
中图分类号：
TU [建筑科学];
学科分类号：
0813 ;
摘要：
Taking the breakage of the conduit joints caused by seismic wave propagation as main failure mode, seismic performance analysis of the pipeline was performed with wave theory method by considering pipe's axial deformation. Influencing factors of pipe's deformation such as seismic wave's incident angle, shear wave velocity, pipeline's diameter and wall thickness were deeply discussed. Two different methods for calculating axial deformation transfer coefficient were presented to check pipeline's seismic deformation.
引用
收藏
页码：2466 / +
页数：2
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