Modified Yield Line Theory for Full-Depth Precast Concrete Bridge Deck Overhang Panels-Reference-Cited by-同舟云学术

Modified Yield Line Theory for Full-Depth Precast Concrete Bridge Deck Overhang Panels

Published:2011-01 Issue:1 Volume:16 Page:12-20
ISSN:1084-0702
Container-title:Journal of Bridge Engineering
language:en
Short-container-title:J. Bridge Eng.

Author:

Mander Thomas J.¹²³,Mander John B.¹²³,Hite Head Monique¹²³

Affiliation:

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

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

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

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.1943-5592.0000156

Reference28 articles.

1. Influence of Clamping Stresses in the Shear Strength of Concrete Slabs Under Uniform Loads

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

3. The shear strength of reinforced concrete members—Slabs;ASCE-American Concrete Institute (ACI);J. Struct. Div.,1974

4. Badie S. S. Tadros M. K. and Girgis A. F. (2006). “Full-depth precast concrete bridge deck panel systems.” National Cooperative Highway Research Board Rep. No. 584 Transportation Research Board Washington D.C.

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