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Simplified Procedure for the Nonlinear Seismic Analysis of Bridges
Citation
Montans Leal, Francisco Javier and Alarcón Álvarez, Enrique (1996). Simplified Procedure for the Nonlinear Seismic Analysis of Bridges. In: "3rd. International Conference on Computational Structures Technology", 21/08/1996-23/08/1996, Budapest, Hungary. ISBN 0-948749-41-5. https://doi.org/10.4203/ccp.39.9.4.
Description
| Title: | Simplified Procedure for the Nonlinear Seismic Analysis of Bridges |
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| Author/s: |
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| Item Type: | Presentation at Congress or Conference (Article) |
| Event Title: | 3rd. International Conference on Computational Structures Technology |
| Event Dates: | 21/08/1996-23/08/1996 |
| Event Location: | Budapest, Hungary |
| Title of Book: | Advances in Finite Element Technology |
| Date: | 1996 |
| ISBN: | 0-948749-41-5 |
| Subjects: | |
| Faculty: | E.T.S.I. Aeronáuticos (UPM) |
| Department: | Vehículos Aeroespaciales [hasta 2014] |
| Creative Commons Licenses: | Recognition - No derivative works - Non commercial |
Abstract
The severe accidents suffered by bridges during recent earthquake show that more careful analysis are needed to guarantee their behaviour. In particular simplified non-linear analysis could be useful to bridge the gap between theoretical research and practical applications. This paper presents one of those simplified methods that can be applied for first designs or to retrofitting of groups of bridges.
More information
| Item ID: | 22286 |
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| DC Identifier: | https://oa.upm.es/22286/ |
| OAI Identifier: | oai:oa.upm.es:22286 |
| DOI: | 10.4203/ccp.39.9.4 |
| Deposited by: | Biblioteca ETSI Industriales |
| Deposited on: | 06 Feb 2014 11:03 |
| Last Modified: | 21 Apr 2016 14:08 |
