Finite-Element Analysis of Steel Bridge Distortion-Induced Fatigue-Reference-Cited by-同舟云学术

Finite-Element Analysis of Steel Bridge Distortion-Induced Fatigue

Published:2003-09 Issue:5 Volume:8 Page:259-266
ISSN:1084-0702
Container-title:Journal of Bridge Engineering
language:en
Short-container-title:J. Bridge Eng.

Author:

Roddis W. M. Kim¹,Zhao Yuan²

Affiliation:

1. Professor, Dept. of Civil, Environmental, and Architectural Engineering, Univ. of Kansas, 2006 Learned Hall, Lawrence, KS 66045.

2. PhD Candidate, Dept. of Civil, Environmental, and Architectural Engineering, Univ. of Kansas, 2008 Learned Hall, Lawrence, KS 66045.

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%282003%298%3A5%28259%29

Reference8 articles.

1. AASHTO. (1990). Guide specifications for fatigue evaluation of existing steel bridges American Association of State Highway and Transportation Officials Washington D.C.

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

3. Fisher J. W. (1984). Fatigue and fracture in steel bridges: Case studies Wiley New York.

4. Fisher J. W. Jin J. Wagner D. C. and Yen B. T. (1990). “Distortion-induced fatigue cracking in steel bridges.” NCHRP Rep. 336 Transportation Research Board National Research Council Washington D.C.

5. Fisher J. W. Yen B. T. and Wagner D. C. (1987). “Review of field measurements for distortion-induced fatigue cracking in steel bridges.” Transportation Research Record 1118 Transportation Research Board National Research Council Washington D.C. 49–55.

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