Analysis of Traffic-Induced Vibrations in a Cable-Stayed Bridge. Part II: Numerical Modeling and Stochastic Simulation-Reference-Cited by-同舟云学术

Analysis of Traffic-Induced Vibrations in a Cable-Stayed Bridge. Part II: Numerical Modeling and Stochastic Simulation

Published:2005-07 Issue:4 Volume:10 Page:386-397
ISSN:1084-0702
Container-title:Journal of Bridge Engineering
language:en
Short-container-title:J. Bridge Eng.

Author:

Calçada R.¹²³,Cunha A.¹²³,Delgado R.¹²³

Affiliation:

1. Assistant Professor, Faculty of Engineering of Univ. of Porto, Rua Dr. Roberto Frias, 4200-465 Porto, Portugal.

2. Associate Professor, Faculty of Engineering of Univ. of Porto, Rua Dr. Roberto Frias, 4200-465 Porto, Portugal.

3. Professor, Faculty of Engineering of Univ. of Porto, Rua Dr. Roberto Frias, 4200-465 Porto, Portugal.

Publisher

American Society of Civil Engineers (ASCE)

Subject

Building and Construction,Civil and Structural Engineering

Link

http://ascelibrary.org/doi/pdf/10.1061/%28ASCE%291084-0702%282005%2910%3A4%28386%29

Reference21 articles.

1. Site specific probability distribution of extreme traffic action effects

2. Broquet C. (1999). “Comportement dynamique des dalles de roulement des ponts en béton sollicités par le traffic routier.” PhD thesis École Polytechnique Fédérale de Lausanne EPFL Switzerland (in French).

3. Calçada R. (2003). “Avaliação experimental e numérica de efeitos dinâmicos de cargas de tráfego em pontes rodoviárias.” PhD thesis Faculdade de Engenharia da Universidade do Porto Portugal (in Portuguese).

4. Analysis of Traffic-Induced Vibrations in a Cable-Stayed Bridge. Part I: Experimental Assessment

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