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Seismic modelling of bridges with semirigid connections
Citation
Popovic, Stephan, Montans Leal, Francisco Javier 
ORCID: https://orcid.org/0000-0002-0046-6084, Bernal, Dionisio and Alarcón Álvarez, Enrique ORCID: https://orcid.org/0000-0001-6538-7814
(1994).
Seismic modelling of bridges with semirigid connections.
In: "II State of The Art Workshop COST C1 : Semi-Rigid Behaviour of Civil Engineering Structural Connections", 26/10/1994-28/10/1994, Praga. ISBN 2-87263-137-2. pp. 433-445.
Description
| Title: | Seismic modelling of bridges with semirigid connections |
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| Author/s: |
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| Editor/s: |
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| Item Type: | Presentation at Congress or Conference (Article) |
| Event Title: | II State of The Art Workshop COST C1 : Semi-Rigid Behaviour of Civil Engineering Structural Connections |
| Event Dates: | 26/10/1994-28/10/1994 |
| Event Location: | Praga |
| Title of Book: | COST C1 : semi-rigid behaviour of civil engineering structural connections : proceedings of the Second State of the Art Workshop |
| Date: | 1994 |
| ISBN: | 2-87263-137-2 |
| Subjects: | |
| Faculty: | E.T.S.I. Aeronáuticos (UPM) |
| Department: | Vehículos Aeroespaciales [hasta 2014] |
| Creative Commons Licenses: | Recognition - No derivative works - Non commercial |
Abstract
The need to modal semi-rigid behaviour of joints to analyze the seismic response of bridges arises when retrofitting devices such as cables or bolts are introduced in otherwise free joints or when the design takes advantage of the plastification of structural sections to impose energy
dissipation though their ductile behaviour. The paper
presents some preliminary results of a parametric study
carried out using s1mplified computational models. Two instances where semirigid connection play a role in the seismic response of bridges have been discussed. The ongoing research from which this paper is extracted is intended to enhance understanding on the effectivness of various bridge retrofitting measures and to provide information that may be used to calibrate some ECS-2 rules.
Finally, it is hoped that the development of reliable simplified techniques for nonlinear analysis will provide designers with useful tools to examine behavior and ultimately improve seismic safety in actual bridges.
More information
| Item ID: | 30351 |
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| DC Identifier: | https://oa.upm.es/30351/ |
| OAI Identifier: | oai:oa.upm.es:30351 |
| Official URL: | http://ec.europa.eu/index_es.htm |
| Deposited by: | Biblioteca ETSI Industriales |
| Deposited on: | 03 Jul 2014 22:38 |
| Last Modified: | 22 Sep 2014 11:49 |
