Unified Truss-Arch Model for the Analysis of Bending-Shear Interaction in Reinforced Concrete Members-Reference-Cited by-同舟云学术

Unified Truss-Arch Model for the Analysis of Bending-Shear Interaction in Reinforced Concrete Members

Published:2022-07 Issue:7 Volume:148 Page:
ISSN:0733-9445
Container-title:Journal of Structural Engineering
language:en
Short-container-title:J. Struct. Eng.

Author:

Lee Ju Dong¹^ORCID,Mander John B.²

Affiliation:

1. Postdoctoral Research Associate, Roadside Safety and Physical Security Division, Texas A&M Transportation Institute, 3135 TAMU, College Station, TX 77843 (corresponding author). ORCID: .

2. Zachry Professor in Design and Construction Integration I, Zachry Dept. of Civil Engineering, Texas A&M Univ., 3136 TAMU, College Station, TX 77843.

Publisher

American Society of Civil Engineers (ASCE)

Subject

Mechanical Engineering,Mechanics of Materials,General Materials Science,Building and Construction,Civil and Structural Engineering

Link

https://ascelibrary.org/doi/pdf/10.1061/%28ASCE%29ST.1943-541X.0003380

Reference25 articles.

1. AASHTO. 2017. AASHTO LRFD bridge design specifications. 8th ed. Washington, DC: AASHTO.

2. Experimental Behavior of Reinforced Concrete and Pretensioned Concrete Bent Caps

3. Depth Effect in Deep Beams

4. Design of deep beams using strut-and-tie models—Part I: Evaluating US provisions;Brown M. D.;ACI Struct. J.,2008

5. Mechanisms of Shear Resistance of Concrete Beams

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