Behaviour Verification of Gas Transfer Buried Steel Pipelines by Propagation of Seismic Waves in Soil Types

Behaviour Verification of Gas Transfer Buried Steel Pipelines by Propagation of Seismic Waves in Soil Types

The most important parameter for determining the level of performance and breakdown of buried pipes in the case of earthquake is the maximum value of strain. Vital arteries code, while studying the maximum value of strain, have addressed the seismic behavior of buried pipelines. Static methods don’t...

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Bibliographic Details
Main Authors: Jamal Ahmadi, Ali Goharrokhi, Ali Nankeli, Reza Rasti
Format: Article
Language:fas
Published: Iranian Society of Structrual Engineering (ISSE) 2019-08-01
Series:Journal of Structural and Construction Engineering
Subjects:
vital arteries
maximum strain
buried pipe
accelerogram
seismic behaviour
Online Access:https://www.jsce.ir/article_57928_cfb9b61d65b8f9ff84ca1a6f69b1c6da.pdf

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