Evaluation, Calibration, and Verification of a Reinforced Concrete Beam–Column Joint Model-Reference-Cited by-同舟云学术

Evaluation, Calibration, and Verification of a Reinforced Concrete Beam–Column Joint Model

Published:2007-01 Issue:1 Volume:133 Page:105-120
ISSN:0733-9445
Container-title:Journal of Structural Engineering
language:en
Short-container-title:J. Struct. Eng.

Author:

Mitra Nilanjan¹²,Lowes Laura N.¹²

Affiliation:

1. Graduate Student Researcher, Dept. of Civil and Environmental Engineering, Univ. of Washington, Seattle, WA 98195-2700. E-mail: nmitra@u.washington.edu

2. Assistant Professor, Dept. of Civil and Environmental Engineering, Univ. of Washington, Seattle, WA 98195-2700. E-mail: lowes@u.washington.edu

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%290733-9445%282007%29133%3A1%28105%29

Reference34 articles.

1. American Concrete Institute (ACI). (2002a). “Building code requirements for structural concrete and commentary.” ACI 318-02 and ACI 318-R02 respectively ACI Committee 318 Farmington Hills Mich.

2. American Concrete Institute (ACI). (2002b). “Recommendations for design of beam-column connections in monolithic reinforced concrete structures.” ACI 352-R02 ACI-ASCE Joint Committee 352 Farmington Hills Mich.

3. Alire D. A. (2002). “Seismic evaluation of existing unconfined reinforced concrete beam-column joints.” Master’s thesis Univ. of Washington Seattle.

4. Altoontash A. and Deierlein G. D. (2003). “A versatile model for beam-column joints.” ASCE Structures Congress Seattle.

5. Beckingsale C. W. (1980). “Post elastic behavior of reinforced concrete beam-column joints.” Ph.D.. thesis Dept. of Civil Engineering Univ. of Canterbury Christchurch New Zealand.

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