Deflection Requirements for Bridges Constructed with Advanced Composite Materials-Reference-Cited by-同舟云学术

Deflection Requirements for Bridges Constructed with Advanced Composite Materials

Published:2003-03 Issue:2 Volume:8 Page:73-83
ISSN:1084-0702
Container-title:Journal of Bridge Engineering
language:en
Short-container-title:J. Bridge Eng.

Author:

Demitz J. R.¹,Mertz D. R.²,Gillespie J. W.³

Affiliation:

1. Civil Engineer, Bechtel Power Corporation, Frederick, MD 21703.

2. Associate Professor, Dept. of Civil and Environmental Engineering, Univ. of Delaware, Newark, DE 19716.

3. Professor, Dept. of Materials Science, Univ. of Delaware, Newark, DE 19716.

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%3A2%2873%29

Reference15 articles.

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

2. ASCE Structures Division. (1958). “Deflection limitations of bridges progress report of the Committee on Deflection Limitations of Bridges of the Structural Division” J. Struct. Div. ASCE 84(3).

3. Cassity P. Richards D. and Gillespie J. W. Jr. (2000). “A ‘compositely acting’ FRP deck and girder system.” Proc. 17th Annual Int. Bridge Conf. Pittsburgh Pa.

4. Characterization of the vibration damping loss factor of glass and graphite fiber composites

5. Demitz J. R. (1999). Limit states design methodology for composite material bridge structures Univ. of Delaware Newark Del.

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