Novel Lower-Bound Solution for Bearing Capacity of Reinforced Concrete Deep Beams

Author:

Mohammadiasl Mohammad1ORCID,Bagherieh Ali Reza2ORCID

Affiliation:

1. Dept. of Civil Engineering, Malayer Univ., Malayer 65719-95863, Iran. ORCID:

2. Assistant Professor, Dept. of Civil Engineering, Malayer Univ., Malayer 65719-95863, Iran (corresponding author). ORCID: .

Publisher

American Society of Civil Engineers (ASCE)

Subject

Arts and Humanities (miscellaneous),Building and Construction,Civil and Structural Engineering

Reference39 articles.

1. AASHTO. 1998. Bridge design specifications. Washington, DC: AASHTO.

2. Aguilar, G., A. B. Matamoros, G. Parra-Montesinos, J. A. Ramírez, and J. K. Wight. 2002. Experimental evaluation of design procedures for shear strength of deep reinforced concrete beams. Farmington Hills, MI: American Concrete Institute.

3. Alternative strut and tie model for reinforced concrete deep beams;Al-Bayati A. F.;Al-Nahrain J. Eng. Sci.,2018

4. Investigation of experimental and analytical shear strength of reinforced concrete deep beams;Arabzadeh A.;Int. J. Civ. Eng.,2011

5. A simple strut-and-tie model for prediction of ultimate shear strength of RC deep beams;Arabzadeh A.;Int. J. Civ. Eng.,2009

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