Fundamental Mode Estimation for Modern Cable-Stayed Bridges Considering the Tower Flexibility-Reference-Cited by-同舟云学术

Fundamental Mode Estimation for Modern Cable-Stayed Bridges Considering the Tower Flexibility

Published:2014-06 Issue:6 Volume:19 Page:04014015
ISSN:1084-0702
Container-title:Journal of Bridge Engineering
language:en
Short-container-title:J. Bridge Eng.

Author:

Camara A.¹,Astiz M. A.²,Ye A. J.³

Affiliation:

1. Lecturer, Dept. of Civil and Environmental Engineering, Imperial College London, London SW7 2AZ, U.K. (corresponding author).

2. Full Professor, Dept. of Mechanics and Structures, School of Civil Engineering, Technical Univ. of Madrid, 28040 Madrid, Spain.

3. Full Professor, State Key Laboratory for Disaster Reduction in Civil Engineering, Tongji Univ., Shanghai 200092, China.

Publisher

American Society of Civil Engineers (ASCE)

Subject

Building and Construction,Civil and Structural Engineering

Link

http://ascelibrary.org/doi/pdf/10.1061/%28ASCE%29BE.1943-5592.0000585

Reference31 articles.

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2. Specific wind problems affecting composite bridges;Astiz M.;Proc., 3rd Int. Meeting Composite Bridges: State of the Art in Technology and Analysis,2001

3. On Physically Similar Systems; Illustrations of the Use of Dimensional Equations

4. Camara A. and Astiz M. (2011). “Typological study of the elastic seismic behaviour of cable-stayed bridges.” Proc. 8th European Conf. on Structural Dynamics (2011) Katholike Universiteit Leuven Leuven Belgium 1244–1250.

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