Service Load Effective Compression Flange Width in Fiber Reinforced Polymer Deck Systems Acting Compositely with Steel Stringers-Reference-Cited by-同舟云学术

Service Load Effective Compression Flange Width in Fiber Reinforced Polymer Deck Systems Acting Compositely with Steel Stringers

Published:2004-08 Issue:4 Volume:8 Page:289-297
ISSN:1090-0268
Container-title:Journal of Composites for Construction
language:en
Short-container-title:J. Compos. Constr.

Author:

Keelor D. C.¹,Luo Y.¹,Earls C. J.²,Yulismana W.³

Affiliation:

1. Research Assistant, Dept. of Civil and Environmental Engineering, Univ. of Pittsburgh, 936 Benedum Hall, Pittsburgh, PA 15261.

2. Associate Professor and William Kelper Whiteford Faculty Fellow, Dept. of Civil and Environmental Engineering, Univ. of Pittsburgh, 936 Benedum Hall, Pittsburgh, PA 15261.

3. Doctoral Student, Dept. of Civil and Environmental Engineering, Univ. of Pittsburgh, 936 Benedum Hall, Pittsburgh, PA 15261.

Publisher

American Society of Civil Engineers (ASCE)

Subject

Mechanical Engineering,Mechanics of Materials,Building and Construction,Civil and Structural Engineering,Ceramics and Composites

Link

http://ascelibrary.org/doi/pdf/10.1061/%28ASCE%291090-0268%282004%298%3A4%28289%29

Reference9 articles.

1. Ahmadi A. (1996). “Full scale test of half depth grid on upper buckeye bridge to determine effective flange width live load distribution and grid deck stresses.” Bridge Grid Flooring Manufacturers Report Pittsburgh.

2. American Association of State Highway and Transportation Officials (AASHTO). (1998). “LRFD bridge specification.” American Assoc. of State Highway and Transportation Officials Washington D.C.

3. American Institute of Steel Construction. (AISC). (1999). Load and resistance factor design specification for structural steel buildings LRFD 3rd Ed. American Institute of Steel Construction Chicago.

4. ASCE. (1979). “Structural design of tall steel buildings.” ASCE New York.

5. Jayas B. S. and Hosain M. U. (1988). “Composite beams with perpendicular ribbed metal deck.” Proc. Composite Construction in Steel and Concrete ASCE New York 511–526.

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