Field Test and 3D FE Modeling of Decked Bulb-Tee Bridges-Reference-Cited by-同舟云学术

Field Test and 3D FE Modeling of Decked Bulb-Tee Bridges

Published:2007-05 Issue:3 Volume:12 Page:306-314
ISSN:1084-0702
Container-title:Journal of Bridge Engineering
language:en
Short-container-title:J. Bridge Eng.

Author:

Ma Zhongguo (John)¹²³⁴,Chaudhury Sanjay¹²³⁴,Millam Jason L.¹²³⁴,Hulsey J. Leroy¹²³⁴

Affiliation:

1. Associate Professor, Dept. of Civil and Environmental Engineering, Univ. of Tennessee Knoxville, 223 Perkins Hall, Knoxville, TN 37996-2010.

2. Civil Engineer, USKH Inc., 3031 Clinton Dr., Suite #200, Juneau, AK 99801.

3. Engineer, PDC Inc., 1028 Aurora Dr., Fairbanks, AK 99709.

4. Associate Professor, Civil and Environmental Engineering, Univ. of Alaska Fairbanks, P.O. Box 755900, Fairbanks, AK 99775.

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%282007%2912%3A3%28306%29

Reference8 articles.

1. Bramer C. R. Uyanik M. E. and Moreadith F. L. (1962). “Prestressed concrete channel bridges for secondary roads: An investigation of the elastic load distribution under live loading.” Engineering Research Department Rep. ERD-110-E North Carolina State Univ. Raleigh N.C.

2. Cai C. S. Shahawy M. and Peterman R. J. (2002). “Effect of diaphragms on load distribution in prestressed concrete bridges.” Transportation Research Record . 1814 Transportation Research Board Washington D.C. 47–54.

3. Ma Z. and Hulsey L. (2004). “Single lane live load distribution factor for decked precast/prestressed concrete girder bridges.” Research Rep. FHWA-AK-RD-04-03 Alaska Dept. of Transportation Juneau Alaska.

4. Millam J. L. and Ma Z. (2005). “Single lane live load distribution factor for decked precast prestressed concrete girder bridges.” Transportation Research Record . 1928 Transportation Research Board Washington D.C. 142–152.

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