Calculation of Moments on Top Slab in Single-Cell Box Girders

Author:

Luo Q. Z.1,Tang J.2,Li Q. S.3

Affiliation:

1. Professor, Dept. of Civil Engineering and Architecture, Univ. of Foshan, 18 Jiang Wan Rd., Foshan City, Guangdong 528000, P.R. of China.

2. Research Fellow, Dept. of Building and Construction, City Univ. of Hong Kong, 83 Tat Chee Ave., Kowloon, Hong Kong (corresponding author).

3. Associate Professor, Dept. of Building and Construction, City Univ. of Hong Kong, 83 Tat Chee Ave., Kowloon, Hong Kong.

Publisher

American Society of Civil Engineers (ASCE)

Subject

Mechanical Engineering,Mechanics of Materials,General Materials Science,Building and Construction,Civil and Structural Engineering

Reference9 articles.

1. American Association of State Highway and Transportation Officials (AASHTO). (1998). “LRFD bridge design specifications.” Washington D.C.

2. Barker R. M. and Puckett J. A. (1997). Design of highway bridges: based on AASHTO LRFD bridge design specifications Wiley New York.

3. Clark L. A. (1983). Concrete bridge design to BS 5400 Construction Press London.

4. Approximations for Moments in Box Girders

5. Kristek V. translator Prokop M. (1979). Theory of box girders M. Prokop translator Wiley New York.

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