DocumentCode
179311
Title
Numerical Simulation of Pipeline Underground under Three-Dimension Seismic Uniform Activation
Author
Feicheng Liu ; Zhijia Wang ; Yunhui Jiang ; Xiaoning Deng ; Guanghui Li
Author_Institution
Sch. of Civil Eng., Southwest Jiaotong Univ., Chengdu, China
fYear
2014
fDate
15-16 June 2014
Firstpage
654
Lastpage
657
Abstract
In order to analyze the dynamic response of the underground pipeline during the earthquake, a numerical simulation of pipeline underground under three-dimension earthquake uniform activation through large mass method by employing the finite element software midas gts. Contact pairs are established between pipe and soil surrounding, and viscoelastic artificial boundary is adopted to simulate transmission process so that model box effect decreases. Ultimately response disciplines of displacement, acceleration and stress of pipe under three-dimension earthquake uniform activation is achieved.
Keywords
finite element analysis; geotechnical engineering; geotechnical structures; pipelines; pipes; soil; stress analysis; structural engineering computing; viscoelasticity; dynamic response analysis; finite element software midas gts; large mass method; model box effect; numerical simulation; pipe; soil; stress analysis; three-dimension earthquake uniform activation; three-dimension seismic uniform activation; transmission process simulation; underground pipeline; viscoelastic artificial boundary; Acceleration; Finite element analysis; Mathematical model; Monitoring; Pipelines; Seismic waves; Stress; Viscoelastic artificial boundary; large mass method; three-dimension seismic uniform activation;
fLanguage
English
Publisher
ieee
Conference_Titel
Intelligent Systems Design and Engineering Applications (ISDEA), 2014 Fifth International Conference on
Conference_Location
Hunan
Print_ISBN
978-1-4799-4262-6
Type
conf
DOI
10.1109/ISDEA.2014.151
Filename
6977683
Link To Document