Experimental Performance of Full-Depth Precast, Prestressed Concrete Overhang, Bridge Deck Panels-Reference-Cited by-同舟云学术

Experimental Performance of Full-Depth Precast, Prestressed Concrete Overhang, Bridge Deck Panels

Published:2010-09 Issue:5 Volume:15 Page:503-510
ISSN:1084-0702
Container-title:Journal of Bridge Engineering
language:en
Short-container-title:J. Bridge Eng.

Author:

Mander Thomas J.¹²¹³⁴,Henley Matthew D.¹²¹³⁴,Scott Reece M.¹²¹³⁴,Head Monique Hite¹²¹³⁴,Mander John B.¹²¹³⁴,Trejo David¹²¹³⁴

Affiliation:

1. Graduate Assistant Researcher, Zachry Dept. Civil Engineering, Texas A&M Univ., College Station, TX 77843-3136.

2. Captain, U.S. Air Force; formerly, Graduate Student, Zachry Dept. Civil Engineering, Texas A&M Univ., College Station, TX. 77843-3136.

3. Assistant Professor, Zachry Dept. Civil Engineering, Texas A&M Univ., College Station, TX 77843-3136 (corresponding author).

4. Inaugural Zachry Professor I, Zachry Dept. Civil Engineering, Texas A&M Univ., College Station, TX 77843-3136.

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.1943-5592.0000098

Reference12 articles.

1. Babaei K. Fouladgar A. and Nicholson R. T. (2001). “Nighttime bridge deck replacement with full depth precast concrete panels at Route 7 over Route 50 Fairfax County Virginia.” Transportation Research Board 80th Annual Meeting Transportation Research Board Washington D.C.

2. NUDECK An Efficient and Economical Precast Prestressed Bridge Deck System

3. Innovative bridge panel system a success: Concrete international (CI);Badie S. S.;J. Am. Concr. Inst.,1999

4. Buth E. Furr H. L. and Jones H. L. (1972). “Evaluation of a prestressed panel cast-in-place concrete bridge.” TxDOT Research Rep. 145-3 Texas Transportation Institute College Station Tex.

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