Seismic Response of Reinforced-Concrete Masonry Shear-Wall Components and Systems: State of the Art-Reference-Cited by-同舟云学术

Seismic Response of Reinforced-Concrete Masonry Shear-Wall Components and Systems: State of the Art

Published:2017-09 Issue:9 Volume:143 Page:03117001
ISSN:0733-9445
Container-title:Journal of Structural Engineering
language:en
Short-container-title:J. Struct. Eng.

Author:

El-Dakhakhni Wael¹,Ashour Ahmed²

Affiliation:

1. Martini Mascarin and George Chair in Masonry Design and Director, Applied Dynamics Laboratory, Dept. of Civil Engineering, McMaster Univ., Hamilton, ON, Canada L8S 4L7 (corresponding author).

2. Assistant Professor, Faculty of Engineering, Cairo Univ., Cairo, Egypt.

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.0001840

Reference182 articles.

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2. Abrams D. P. (1986). “Lateral resistance of a two-story block building.” Proc. Advances in Analysis of Structural Masonry ASCE Reston VA 41–57.

3. Dynamic and static testing of reinforced concrete masonry structures;Abrams D. P.;Masonry Soc. J.,1988

4. Effects of scale and loading rate with tests of concrete and masonry structures;Abrams D. P.;Earthquake Spectra,1996

5. Modeling earthquake response of concrete masonry building structures;Abrams D. P.;ACI Struct. J.,1991

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