Effect of Live-Load Deflections on Steel Bridge Performance-Reference-Cited by-同舟云学术

Effect of Live-Load Deflections on Steel Bridge Performance

Published:2004-05 Issue:3 Volume:9 Page:259-267
ISSN:1084-0702
Container-title:Journal of Bridge Engineering
language:en
Short-container-title:J. Bridge Eng.

Author:

Roeder Charles W.¹,Barth Karl E.²,Bergman Adam³

Affiliation:

1. Professor, Dept. of Civil and Environmental Engineering, Univ. of Washington, Seattle, WA 98195.

2. Assistant Professor, Dept. of Civil and Environmental Engineering, West Virginia Univ., Morgantown, WV 26506.

3. Graduate Research Assistant, Dept. of Civil and Environmental Engineering, Univ. of Washington, Seattle, WA 98195.

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%282004%299%3A3%28259%29

Reference11 articles.

1. AASHTO. (1996). AASHTO standard specifications for highway bridges 16th Ed. American Association of State Highway and Transportation Officials (Interim Revisions 1st Ed. 1996 and 1997). Washington D.C.

2. AASHTO. (1998). AASHTO LRFD bridge design specifications 2nd Ed. American Association of State Highway and Transportation Officials Washington D.C.

3. ASCE. (1958). “Deflection limitations of a bridge: Proceedings of the American Society of Civil Engineers.” J. Struct. Div. 84 Rep. No. ST 3.

4. Fisher J. W. (1990). “Distortion-induced fatigue cracking in steel bridges.” NCHRP Rep. 336 TRB National Research Council Washington D.C.

5. Goodpasture D. W. and Goodwin W. A. (1971). “Final report on the evaluation of bridge vibration as related to bridge deck performance.” The Univ. of Tennessee and Tennessee DOT Knoxville Tenn.

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