Performance-based seismic assessment of vulnerability of dam using time history analysis

Performance-based seismic assessment of vulnerability of dam using time history analysis

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The current performance-based seismic assessment procedure can be computationally intensive as it requires many time history analyses (THA) each requiring time intensive post-processing of results. Time history analysis is a part of structural analysis and is the calculation of the response of a str...

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Bibliographic Details
Main Authors: Elmrabet Oumnia, Boubel Hasnae, Mehdi Echebba El, Rougui Mohamed, Mouhat Ouadia
Format: Article
Language:English
Published: EDP Sciences 2018-01-01
Series:MATEC Web of Conferences
Subjects:
Time History Analysis
embankment dam
finite elements method
soil-structure interaction
nonlinear behavior
earthquake
ANSYS
Online Access:https://doi.org/10.1051/matecconf/201814902035

Internet

https://doi.org/10.1051/matecconf/201814902035

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