Parametric Study of Coupled Wall Behavior—Implications for the Design of Coupling Beams-Reference-Cited by-同舟云学术

Parametric Study of Coupled Wall Behavior—Implications for the Design of Coupling Beams

Published:2004-03 Issue:3 Volume:130 Page:480-488
ISSN:0733-9445
Container-title:Journal of Structural Engineering
language:en
Short-container-title:J. Struct. Eng.

Author:

Harries Kent A.¹,Moulton J. Dan’l²,Clemson Robert L.³

Affiliation:

1. Assistant Professor, Dept. of Civil and Environmental Engineering, Univ. of South Carolina, 300 Main St., Columbia, SC 29208 (corresponding author).

2. Structural Engineer, Cranston, Robertson and Whitehurst, Augusta, GA 30903.

3. President, Clemson Engineering, Inc., Florence, SC 29502.

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%282004%29130%3A3%28480%29

Reference17 articles.

1. American Concrete Institute (ACI) Committee 318. (2002). “Building Code Requirements for reinforced concrete and commentary.” ACI 318-02/ACI 318R-02 Farmington Hills Mich.

2. Bentz E. C. and Collins M. P. (2000). RESPONSE-2000 Reinforced Concrete Sectional Analysis version 1.0.0.1 University of Toronto.

3. Canadian Standards Association. (CSA). (1994). “Design of concrete structures.” CSA A23.3-94 Rexdale Canada.

4. Classification Methodology for Coupled Shear Walls

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