Improved Longitudinal Joint Details in Decked Bulb Tees for Accelerated Bridge Construction: Fatigue Evaluation-Reference-Cited by-同舟云学术

Improved Longitudinal Joint Details in Decked Bulb Tees for Accelerated Bridge Construction: Fatigue Evaluation

Published:2010-09 Issue:5 Volume:15 Page:511-522
ISSN:1084-0702
Container-title:Journal of Bridge Engineering
language:en
Short-container-title:J. Bridge Eng.

Author:

Li Lungui¹²³,Ma Zhongguo John¹²³,Oesterle Ralph G.¹²³

Affiliation:

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

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

3. Senior Principal Structural Engineer, Structural Engineering and Mechanics, CTL Group, 5400 Old Orchard Rd., Skokie, IL 60077.

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.1943-5592.0000097

Reference5 articles.

1. ABAQUS Inc. (2004). ABAQUS 6.4.1 SIMULIA Rising Sun Mills 166 Valley St. Providence R.I.

2. Improved Longitudinal Joint Details in Decked Bulb Tees for Accelerated Bridge Construction: Concept Development

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

4. Zhu P. and Ma Z. (2010). “Selection of durable closure pour materials for accelerated bridge construction.” J. Bridge Eng. posted online ahead of print Febrary 17 2010. doi:.10.1061/(ASCE)BE.1943–5592.0000106

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