Response of Timber Bridge to Traffic Loading-Reference-Cited by-同舟云学术

Response of Timber Bridge to Traffic Loading

Published:2001-02 Issue:1 Volume:6 Page:69-77
ISSN:1084-0702
Container-title:Journal of Bridge Engineering
language:en
Short-container-title:J. Bridge Eng.

Author:

Horyna Tomas¹¹²³⁴,Foschi Ricardo O.¹¹²³⁴,Ventura Carlos E.¹¹²³⁴

Affiliation:

1. Member, ASCE

2. Res. Assoc., Inst. of Theoretical and Appl. Mech., Prosecka 76, Prague 9, Czech Republic.

3. Prof., Dept. of Civ. Engrg., Univ. of British Columbia, Vancouver, Canada V6T 1Z4.

4. Assoc. Prof., Dept. of Civ. Engrg., Univ. of British Columbia, Vancouver, Canada V6T 1Z4.

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%282001%296%3A1%2869%29

Reference25 articles.

1. American Association of State Highway Officials (AASHO). ( 1961). “AASHO road test history and description of project (1961).” HRB Special Rep. 61A NAS-NRC Publication 816 Washington D.C.

2. Bat'a M. B´ılý V. and Polák M. ( 1994). “Modal analysis and analysis of dynamic system bridge structure: moving vehicles.” Proc. 12th Int. Modal Analysis Conf . Honolulu 694–700.

3. Billing J. R. and Agarwal A. C. ( 1990). “The art and science of dynamic testing of highway bridges.” Developments in short and medium span bridge engineering 1990 B. Bakht R. Dorton and L. Jaeger eds. Canadian Society for Civil Engineering Ottawa.

4. Canadian Highway Bridge Design Code. ( 1997). Canadian Standards Association Ottawa.

5. Cantieni R. ( 1992). “Dynamic behavior of highway bridges under the passage of heavy vehicles.” Rep. No. 20 Swiss Federal Laboratories for Materials Testing and Research Dübendorf Switzerland.

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