Three-Dimensional Effects on Openings of Laterally Loaded Pierced Shear Walls-Reference-Cited by-同舟云学术

Three-Dimensional Effects on Openings of Laterally Loaded Pierced Shear Walls

Published:2004-10 Issue:10 Volume:130 Page:1506-1514
ISSN:0733-9445
Container-title:Journal of Structural Engineering
language:en
Short-container-title:J. Struct. Eng.

Author:

Balkaya Can¹,Kalkan Erol²

Affiliation:

1. Associate Professor, Dept. of Civil Engineering, Middle EastTechnical Univ., 06531 Ankara, Turkey. E-mail: cbalkaya@metu.edu.tr

2. PhD Student, Dept. of Civil and Environmental Engineering, Univ. of California Davis, Davis, CA 95616 (corresponding author). E-mail: ekalkan@ucdavis.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%282004%29130%3A10%281506%29

Reference24 articles.

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2. American Concrete Institute (ACI). ( 1990). “Commentary on code requirements for nuclear safety related concrete structures.” ACI Manual Part 4 Nuclear Safety Structures Code 349-90 Chap. 14.3.4 Detroit 349–360.

3. American Concrete Institute (ACI). ( 1995). “Building code requirements for reinforced concrete and commentary.” Committee 318 Detroit 73–74 218 242.

4. Shear walls with door openings near the edge of the wall;Arvidsson K.;J. ACI Proc.,1974

5. Nonlinear seismic response evaluation of tunnel form building structures

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