Longitudinal Joints with Accelerated Construction Features in Decked Bulb-Tee Girder Bridges: Strut-and-Tie Model and Design Guidelines-Reference-Cited by-同舟云学术

Longitudinal Joints with Accelerated Construction Features in Decked Bulb-Tee Girder Bridges: Strut-and-Tie Model and Design Guidelines

Published:2013-05 Issue:5 Volume:18 Page:372-379
ISSN:1084-0702
Container-title:Journal of Bridge Engineering
language:en
Short-container-title:J. Bridge Eng.

Author:

He Zhi-Qi¹,Ma Zhongguo John²,Chapman Cheryl E.³,Liu Zhao⁴

Affiliation:

1. Ph.D. Candidate, Dept. of Civil Engineering, Southeast Univ., Nanjing 210096, China; formerly, Visiting Ph.D. Student, Dept. of Civil and Environmental Engineering, Univ. of Tennessee, Knoxville, TN 37996.

2. Associate Professor, Dept. of Civil and Environmental Engineering, Univ. of Tennessee, 223 Perkins Hall, Knoxville, TN 37996-2010 (corresponding author).

3. M.S. Student, Dept. of Civil and Environmental Engineering, Univ. of Tennessee, Knoxville, TN 37996.

4. Professor, Dept. of Civil Engineering, Southeast Univ., Nanjing 210096, China.

Publisher

American Society of Civil Engineers (ASCE)

Subject

Building and Construction,Civil and Structural Engineering

Link

http://ascelibrary.org/doi/pdf/10.1061/%28ASCE%29BE.1943-5592.0000378

Reference22 articles.

1. American Concrete Institute (ACI). (2008). “Building code requirements for structural concrete (ACI 318-08) and commentary (ACI 318R-08).” ACI 318-08 Farmington Hills MI.

2. Bentz E. C. (2000). “Sectional analysis of reinforced concrete members.” Ph.D. dissertation Univ. of Toronto Toronto.

3. Chapman C. E. (2010). “Behavior of precast bridge deck joints with small bend diameter U-bars.” M.S. thesis Univ. of Tennessee Knoxville TN.

4. Culmo M. P. (2009). “Connection details for prefabricated bridge elements and systems.” FHWA-IF-09-01 Federal Highway Administration Washington DC.

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