Shear Resisting Mechanisms and Capacity Equations for Composite Truss Beams-Reference-Cited by-同舟云学术

Shear Resisting Mechanisms and Capacity Equations for Composite Truss Beams

Published:2015-12 Issue:12 Volume:141 Page:04015052
ISSN:0733-9445
Container-title:Journal of Structural Engineering
language:en
Short-container-title:J. Struct. Eng.

Author:

Monti Giorgio¹,Petrone Floriana²

Affiliation:

1. Full Professor, Dept. of Structural and Geotechnical Engineering, Sapienza Univ. of Rome, 00197 Rome, Italy.

2. Postdoctoral Research Associate, Dept. of Civil and Environmental Engineering, Univ. of California, Davis, CA 95616 (corresponding author).

Publisher

American Society of Civil Engineers (ASCE)

Subject

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

Link

http://ascelibrary.org/doi/pdf/10.1061/%28ASCE%29ST.1943-541X.0001266

Reference11 articles.

1. Mechanisms of shear resistance of concrete beams;Fenwick R. C.;J. Struct. Div.,1968

2. Flexural members with confined concrete;Kent D. C.;J. Struct. Div.,1971

3. Nielsen M. P. and Braestrup N. W. (1975). “Plastic shear strength of reinforced concrete beams.” Technical Rep. No. 3 Vol. 46 Bygningsstatiske Meddelelser Denmark.

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