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Paper Information

Journal:   AMIRKABIR   Fall 2003 , Volume 14 , Number 56-B; Page(s) 1127 To 1135.
 
Paper: 

RESPONSE OF STEEL BURIED PIPELINE TO THE THREE DIMENSIONAL FAULT MOVEMENT

 
 
Author(s):  ZIA TOHIDI R., SHAKIB H.
 
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Abstract: 

Fault movement during an earthquake may have severe effect on buried pipelines as a lifeline element. A few studies are carried out on the behavior of buried pipelines to this kind of damage and disruption. In most of these studies, the fault movements are modeled as two- dimensional. In this study, by modeling the pipe as a beam and the surrounding soil as nonlinear springs, the effect of three dimensional movement of fault on buried pipelines is investigated. Some important parameters such as; fault movement, depth of buried, geometrical characteristics of the pipe, angle of pipe- soil friction, angle of pipe- fault crossing, and the fault slip are considered in this study.

 
Keyword(s): BURIED PIPIELINES, THREE DIMENSIONAL FAULT, AND LIFELINES
 
 
References: 
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Citations: 
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+ Click to Cite.
APA: Copy

ZIA TOHIDI, R., & SHAKIB, H. (2003). RESPONSE OF STEEL BURIED PIPELINE TO THE THREE DIMENSIONAL FAULT MOVEMENT. AMIRKABIR, 14(56-B), 1127-1135. https://www.sid.ir/en/journal/ViewPaper.aspx?id=3117



Vancouver: Copy

ZIA TOHIDI R., SHAKIB H.. RESPONSE OF STEEL BURIED PIPELINE TO THE THREE DIMENSIONAL FAULT MOVEMENT. AMIRKABIR. 2003 [cited 2021June17];14(56-B):1127-1135. Available from: https://www.sid.ir/en/journal/ViewPaper.aspx?id=3117



IEEE: Copy

ZIA TOHIDI, R., SHAKIB, H., 2003. RESPONSE OF STEEL BURIED PIPELINE TO THE THREE DIMENSIONAL FAULT MOVEMENT. AMIRKABIR, [online] 14(56-B), pp.1127-1135. Available: https://www.sid.ir/en/journal/ViewPaper.aspx?id=3117.



 
 
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