Dynamic Effects of Turbulent Crosswind on the Serviceability State of Vibrations of a Slender Arch Bridge Including Wind–Vehicle–Bridge Interaction-Reference-Cited by-同舟云学术

Dynamic Effects of Turbulent Crosswind on the Serviceability State of Vibrations of a Slender Arch Bridge Including Wind–Vehicle–Bridge Interaction

Published:2017-11 Issue:11 Volume:22 Page:06017005
ISSN:1084-0702
Container-title:Journal of Bridge Engineering
language:en
Short-container-title:J. Bridge Eng.

Author:

Nguyen K.¹^ORCID,Camara A.²,Rio O.³,Sparowitz L.⁴

Affiliation:

1. Postdoctoral Researcher, Dept. of Continuum Mechanics and Structure Theories, School of Civil Engineering, Technical Univ. of Madrid, Madrid 28040, Spain (corresponding author). ORCID: .

2. Lecturer, Dept. of Civil Engineering, School of Mathematics, Computer Science and Engineering, City Univ. of London, London EC1V 0HB, U.K.

3. Formerly, Researcher, Dept. of Construction, Eduardo Torroja Institute for Construction Science–Spanish National Research Council, Serrano Galvache No. 4, Madrid 28033, Spain.

4. Full Professor, Laboratory for Structural Engineering, Graz Univ. of Technology, Graz 8010, Austria.

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.1943-5592.0001110

Reference47 articles.

1. Abaqus [Computer software]. SIMULIA Providence RI.

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3. High performance steel: Research front—Historical account of research activities;Azizinamini A.;J. Bridge Eng.,2004

4. Wind-induced accidents of road vehicles

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