Experimental Evaluation of the System-Level Seismic Performance and Robustness of an Asymmetrical Reinforced Concrete Block Building-Reference-Cited by-同舟云学术

Experimental Evaluation of the System-Level Seismic Performance and Robustness of an Asymmetrical Reinforced Concrete Block Building

Published:2016-10 Issue:10 Volume:142 Page:04016072
ISSN:0733-9445
Container-title:Journal of Structural Engineering
language:en
Short-container-title:J. Struct. Eng.

Author:

Ashour Ahmed¹,El-Dakhakhni Wael²,Shedid Marwan³

Affiliation:

1. Assistant Lecturer Faculty of Engineering, Cairo Univ., Cairo, Egypt; formerly, Ph.D. Candidate, Dept. of Civil Engineering, McMaster Univ., Hamilton, ON, Canada L8S 4L7.

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

3. Assistant Professor, Dept. of Structural Engineering, Ain Shams Univ., Cairo 1156, 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.0001529

Reference52 articles.

1. Abrams D. (1986). “Measured hysteresis in a masonry building system.” Proc. 3rd U.S. Conf. on Earthquake Engineering Earthquake Engineering Research Institute Oakland CA.

2. Seismic Performance of Cantilever-Reinforced Concrete Masonry Shear Walls

3. Alashker Y. and El-Tawil S. (2010). “Robustness of steel buildings: 3-D modeling simulation and evaluation.” ASCE Structures Congress 2010 ASCE Reston VA 3286–3295.

4. ASCE. (2010). “Minimum design loads for buildings and other structures.” ASCE/SEI 7-10 Reston VA.

5. Influence of floor diaphragm–wall coupling on the system-level seismic performance of an asymmetrical reinforced concrete block building;Ashour A.;J. Struct. Eng.,2016

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