Yield Interaction Equations for Nominal Bending Strength of Curved I-Girders-Reference-Cited by-同舟云学术

Yield Interaction Equations for Nominal Bending Strength of Curved I-Girders

Published:1997-05 Issue:2 Volume:2 Page:37-44
ISSN:1084-0702
Container-title:Journal of Bridge Engineering
language:en
Short-container-title:Journal of Bridge Engineering

Author:

Yoo Chai H.,Davidson James S.

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%281997%292%3A2%2837%29

Reference19 articles.

1. American Association of State Highway and Transportation Officials Inc. (AASHTO) (1992). Standard specifications for highway bridges 15th Ed. Washington D.C. 1–671.

2. American Association of State Highway and Transportation Officials Inc. (AASHTO) (1993). Guide specifications for horizontally curved highway bridges . Washington D.C. 1–111.

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

4. Culver C. G. (1972). “Design recommendations for curved highway bridges.” Final Rep. Proj. 68-32 Pennsylvania Dept. of Transp. Harrisburg Pa. 1–101.

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