Live-Load Distribution Factors in Prestressed Concrete Girder Bridges-Reference-Cited by-同舟云学术

Live-Load Distribution Factors in Prestressed Concrete Girder Bridges

Published:2001-10 Issue:5 Volume:6 Page:298-306
ISSN:1084-0702
Container-title:Journal of Bridge Engineering
language:en
Short-container-title:J. Bridge Eng.

Author:

Barr Paul J.¹²³,Eberhard Marc O.¹²³,Stanton John F.¹²³

Affiliation:

1. Grad. Student, Univ. of Washington, Seattle, WA 98195.

2. Assoc. Prof., Univ. of Washington, Seattle, WA 98195.

3. Prof., Univ. of Washington, Seattle, WA 98195.

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%282001%296%3A5%28298%29

Reference20 articles.

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

2. American Association of State Highway and Transportation Officials (AASHTO). ( 1994b). . LRFD bridge design specifications 2nd Ed. Washington D.C.

3. American Association of State Highway and Transportation Officials (AASHTO). ( 1996). Standard specifications for highway bridges 16th Ed. Washington D.C.

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

5. Barr P. J. Fekete E. Eberhard M. O. Stanton J. F. Khalaghi B. and Hsieh J. C. ( 1998). “High performance concrete in Washington State SR18/SR516 overcrossing: interim report of girder monitoring.” Rep. Prepared for the Federal Hwy. Admin . Washington State Department of Transportation Olympia Wash.

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