A new proposal for simplified design of buried steel pipes crossing active faults.
Simplified design methods for obtaining the maximum strain in pipelines crossing active faults proposed by Newmark, Kennedy and Wang have not considered the section deformation of the pipe. In this study, a new simplified method is developed for obtaining the maximum strain in steel pipes crossing f...
| Gepubliceerd in: | Earthquake engineering & structural dynamics. 30, 8 (2001). |
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| Formaat: | Artikel |
| Taal: | English |
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