Reliability of a Bridge Subjected a Multi-Hazard: Scour and Earthquakes
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Bibliographic Details
| Author(s): |
Berenice A. Olvera Ramírez
(Graduate Student Universidad Michoacana de San Nicolás de Hidalgo, Morelia, México)
Bertha Olmos (Universidad Michoacana de San Nicolás de Hidalgo, Morelia, México) José Manuel Jara (Universidad Michoacana de San Nicolás de Hidalgo, Morelia, México) |
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| Medium: | conference paper | ||||
| Language(s): | English | ||||
| Conference: | IABSE Symposium: Towards a Resilient Built Environment Risk and Asset Management, Guimarães, Portugal, 27-29 March 2019 | ||||
| Published in: | IABSE Symposium Guimarães 2019 | ||||
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| Page(s): | 1362-1369 | ||||
| Total no. of pages: | 8 | ||||
| DOI: | 10.2749/guimaraes.2019.1362 | ||||
| Abstract: |
Bridges are important structures for being part of the economic-social system of a country, for that is important to quantify their probability of damage. They are important structures for being part of the economic-social system of a country, for that is important to quantify their probability of damage. The objective of this work is to determine the failure probability of a real bridge accounting for the multi-hazard by estimating fragility curves where the capacity is assessed with static nonlinear analyses, and the hydraulic and seismic demands are characterized with probabilistic models. The bridge’s probability of failure is calculated using MonteCarlo simulations. |
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| Keywords: |
earthquakes scour multi-hazard bridge reliability piers damaged curvature ductility
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