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Abstract
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| Modelización del análisis tensional de tuberías durante su proceso de fondeado. Se considera la no linealidad geométrica y la variabilidad de las cargas hidrostaticas, tanto en intensidad como en dirección. | |
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International
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Si |
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Congress
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Evolution and trends in design, analysis and construction of shell and spatial structures. Symposium of the IASS |
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960 |
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Place
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Valencia, Spain |
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Reviewers
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Si |
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ISBN/ISSN
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978-84-8363-461-5 |
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Start Date
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28/09/2009 |
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End Date
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02/10/2009 |
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From page
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489 |
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To page
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508 |
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Proceedings of the International Association for Shell and Spatial Structures (IASS) Symposium 2009, Valencia Evolution and Trends in Design, Analysis and Construction of Shell and Spatial Structures |