Refinement to the Existing Analytical Methods of Analysis of Buried Pipelines due to Strike-Slip Faulting
Analytical methods presented to analyze the buried steel pipelines at strike-slip fault crossing use the Euler-Bernoulli beam theory. The cross-section of a buried pipe that is completely surrounded by soil cannot rotate freely and would not be remained perpendicular to the bending line after deform...
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| Hlavní autoři: | , |
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| Médium: | Artigo |
| Jazyk: | Inglês |
| Vydáno: |
University of Tehran Press
2019-12-01
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| Edice: | Civil Engineering Infrastructures Journal |
| Témata: | |
| On-line přístup: | https://ceij.ut.ac.ir/article_74245_efe52a13cc69e222de33092b5b09adbe.pdf |
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