Full-Scale Fatigue Tests of Steel Orthotropic Decks for the Williamsburg Bridge-Reference-Cited by-同舟云学术

Full-Scale Fatigue Tests of Steel Orthotropic Decks for the Williamsburg Bridge

Published:2003-09 Issue:5 Volume:8 Page:323-333
ISSN:1084-0702
Container-title:Journal of Bridge Engineering
language:en
Short-container-title:J. Bridge Eng.

Author:

Tsakopoulos Paul A.¹,Fisher John W.²

Affiliation:

1. Research Engineer; formerly, Dept. of Civil and Environmental Engineering Lehigh Univ., ATLSS Engineering Research Center, 117 ATLSS Drive, Imbt Labs, Bethlehem, PA 18015.

2. Professor Emeritus, Dept. of Civil and Environmental Engineering, Lehigh Univ., ATLSS Engineering Research Center, 117 ATLSS Drive, Imbt Labs, Bethlehem, PA 18015.

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%28323%29

Reference12 articles.

1. American Association of State Highway and Transportation Officials (AASHTO). (1994). AASHTO LRFD bridge design specifications 1st Ed. Washington D.C.

2. American Association of State Highway and Transportation Officials (AASHTO). (2000). AASHTO LRFD bridge design specifications Interim Washington D.C.

3. Bocchieri W. J. and Fisher J. W. (1998). “Williamsburg bridge replacement orthotropic deck as-built fatigue test.” ATLSS Rep. No. 98-04 Lehigh University Bethlehem Pa.

4. Dexter R. J. and Fisher J. W. (1997). “Fatigue cracking of orthotropic steel decks.” IABSE Workshop Rep. 76 1997-3 Lausanne Switzerland.

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

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