Fatigue and Strength Performance of Concrete-Filled Steel-Grid Bridge Deck-Reference-Cited by-同舟云学术

Fatigue and Strength Performance of Concrete-Filled Steel-Grid Bridge Deck

Published:2004-09 Issue:5 Volume:9 Page:435-443
ISSN:1084-0702
Container-title:Journal of Bridge Engineering
language:en
Short-container-title:J. Bridge Eng.

Author:

Claybaugh B. G.¹,Earls C. J.²,Ahmadi A. K.³

Affiliation:

1. Designer—Structures Dept., SAI Consulting Engineering, Inc., 1400 Penn Ave., Ste. 101, Pittsburgh, PA 15222-4332.

2. Associate Professor and William Kepler Whiteford Faculty Fellow, Dept. of Civil and Environmental Engineering, Univ. of Pittsburgh, 949 Benedum Hall, Pittsburgh, PA 15261.

3. Dept. Manager—Structures, SAI Consulting Engineering, Inc., 1400 Penn Ave., Ste. 101, Pittsburgh, PA 15222-4332.

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%3A5%28435%29

Reference12 articles.

1. American Association of State Highway and Transportation Officials (AASHTO). (1996). LFD bridge design specifications 16th Ed. Washington D.C.

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

3. Ahmadi A. (1996). “Full scale test of half depth grid on Upper BuckeyeBridge to determine effective flange width live load distribution and grid deck stresses.” Bridge Grid Flooring Manufacturers Rep. Pittsburgh.

4. American Society for Testing and Materials (ASTM). (2000). “Standard practice for laboratory testing of bridge decks.” Stand. News 6275-98 Section 4.0. Vol. 4.03 West Conshohocken Pa.

5. Baker T. H. (1991). “Static and fatigue strength determination of design properties for grid bridge decks.” Vol. I Rep. No. CE/ST 9 Dept. of Civil and Environmental Engineering Univ. of Pittsburgh Pittsburgh.

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