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Master Thesis

Analyse du comportement non­‐linéaire sous séisme des structures de quais maritimes

Abstract : This Master’s thesis consists in the non-­-linear seismic dynamic analysis of “marginal pile wharves anchored from the back to the shoreline“, which represent the most common type of seaport infrastructures, and exhibit a quite atypical seismic response due to plan irregularity or assymetry. The aim of the study is to take into account non-­-linearities resulting from increasing damage of piles and anchors using more or less sophisticated or relevant methods in relation to the nature of the analysed structure.
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Master Thesis
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https://dumas.ccsd.cnrs.fr/dumas-01843144
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Submitted on : Wednesday, July 18, 2018 - 3:27:05 PM
Last modification on : Friday, January 31, 2020 - 12:08:57 PM
Long-term archiving on: : Friday, October 19, 2018 - 10:01:48 PM

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  • HAL Id : dumas-01843144, version 1

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Scott Grainger. Analyse du comportement non­‐linéaire sous séisme des structures de quais maritimes. Sciences de l'ingénieur [physics]. 2015. ⟨dumas-01843144⟩

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