Simplified Procedure for the Nonlinear Seismic Analysis of Bridges

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
Author/s:
  • Montans Leal, Francisco Javier
  • Alarcón Álvarez, Enrique
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

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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
DC Identifier: http://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
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