Analysis of Traffic-Induced Vibrations in a Cable-Stayed Bridge. Part I: Experimental Assessment-Reference-Cited by-同舟云学术

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

Published:2005-07 Issue:4 Volume:10 Page:370-385
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, Univ. of Porto, Rua Dr. Roberto Frias, 4200-465 Porto, Portugal.

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

3. Professor, Faculty of Engineering, 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%28370%29

Reference29 articles.

1. Bailey S. F. (1996). “Basic principles and load models for the structural safety evaluation of existing road bridges.” PhD thesis École Polytechnique Fédérale de Lausanne EPFL Switzerland.

2. Dynamic loading and testing of bridges in Ontario

3. 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.

4. Calçada R. Cunha A. and Delgado R. (2000). “A project for the experimental and numerical assessment of the dynamic effects of road traffic on bridges.” Proc. European COST F3 Conf. on System Identification and Structural Health Monitoring.

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