Nonlinear stochastic seismic analysis of buried pipeline systems

被引:32
作者
Liu, Wei [1 ,2 ]
Sun, Qianwei [2 ]
Miao, Huiquan [2 ]
Li, Jie [1 ,2 ]
机构
[1] Tongji Univ, State Key Lab Disaster Reduct Civil Engn, Shanghai 200092, Peoples R China
[2] Tongji Univ, Dept Struct Engn, Shanghai 200092, Peoples R China
基金
中国国家自然科学基金;
关键词
Buried pipeline systems; Stochastic seismic response; Probability density evolution method; Physically based random ground motion; Nonlinearity; GROUND MOTION;
D O I
10.1016/j.soildyn.2015.03.017
中图分类号
P5 [地质学];
学科分类号
0709 ; 081803 ;
摘要
In this paper, a nonlinear stochastic seismic analysis program for buried pipeline systems is developed on the basis of a probability density evolution method (PDEM). A finite element model of buried pipeline systems subjected to seismic wave propagation is established. The pipelines in this model are simulated by 2D beam elements. The soil surrounding the pipelines is simulated by nonlinear distributed springs and linear distributed springs along the axial and horizontal directions, respectively. The joints between the segmented pipes are simulated by nonlinear concentrated springs. Thereafter, by considering the basic random variables of ground motion and soil, the PDEM is employed to capture the stochastic seismic responses of pipeline systems. Meanwhile, a physically based method is employed to simulate the random ground motion field for the area where the pipeline systems are located. Finally, a numerical example is investigated to validate the proposed program. (C) 2015 Elsevier Ltd. All rights reserved.
引用
收藏
页码:69 / 78
页数:10
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