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

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

Published:2010-05 Issue:3 Volume:15 Page:327-336
ISSN:1084-0702
Container-title:Journal of Bridge Engineering
language:en
Short-container-title:J. Bridge Eng.

Author:

Li Lungui¹²³⁴,Ma Zhongguo (John)¹²³⁴,Griffey Mary E.¹²³⁴,Oesterle Ralph G.¹²³⁴

Affiliation:

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

4. 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.1943-5592.0000067

Reference8 articles.

1. Bentz E. C. and Collins M. P. (2000). “Response-2000 reinforced concrete sectional analysis.” ⟨http://www.ecf.utoronto.ca/~bentz/r2k.htm⟩ (December 2006).

2. Lap splices in confined concrete;Einea A.;ACI Struct. J.,1999

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

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

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