Numerical Study on the Vibrational Serviceability of Flexible Single Span Bridges with different Structural Systems under Traffic Load-Reference-Cited by-同舟云学术

Numerical Study on the Vibrational Serviceability of Flexible Single Span Bridges with different Structural Systems under Traffic Load

Published:2007-08 Issue:3 Volume:17 Page:256-263
ISSN:1016-8664
Container-title:Structural Engineering International
language:en
Short-container-title:Structural Engineering International

Author:

Akiyama Hiroshi¹,Fukada Saiji²,Kajikawa Yasuo²

Affiliation:

1. The Zenitaka Corporation, Tokyo, Japan

2. Kanazawa University, Kanazawa, Japan

Publisher

Informa UK Limited

Subject

Building and Construction,Civil and Structural Engineering

Link

https://www.tandfonline.com/doi/pdf/10.2749/101686607781645888

Reference7 articles.

1. Expressway Technology Center.Manual of Design and Construction of Extended Deck System (Draft), Tokyo, Japan, 2006.

2. Pritchard, B. ed.Continuous and Integral Bridges, E and FN Spon, London, U.K., 1993.

3. England, G. L.; Tsang, N. C. M.; Bush, D. I.Integral Bridges, Thomas Telford, London, U.K., 2000.

4. Fukada, S. Studies on the establishment of the three dimensional analytical model for the review of dynamic bridge performance, dissertation, Kanazawa University, Kanazawa, Japan, 1999.

5. Bridge Vibration Research Group, KAJIKAWA, Y. eds. et al.Measurement and Analysis of Bridge Vibration, Gihodo Shuppan, Tokyo, Japan, 1993.

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