Influence of Floor Diaphragm–Wall Coupling on the System-Level Seismic Performance of an Asymmetrical Reinforced Concrete Block Building-Reference-Cited by-同舟云学术

Influence of Floor Diaphragm–Wall Coupling on the System-Level Seismic Performance of an Asymmetrical Reinforced Concrete Block Building

Published:2016-10 Issue:10 Volume:142 Page:04016071
ISSN:0733-9445
Container-title:Journal of Structural Engineering
language:en
Short-container-title:J. Struct. Eng.

Author:

Ashour Ahmed¹,El-Dakhakhni Wael²

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

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.0001540

Reference35 articles.

1. Abdellatef M. (2011). “The development of a simplified modelling technique for the finite element analysis of reinforced masonry shear walls.” M.Sc. thesis Dept. of Civil and Environmental Engineering Washington State Univ. Pullman WA.

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

3. Ashour A. Shedid M. and El-Dakhakhni W. (2015). “Slab rigidity effects on reinforced masonry building behavior.” 12th North American Masonry Conf. (CD-ROM) The Masonry Society Longmont CO.

4. Experimental evaluation of the system-level seismic performance and robustness of an asymmetrical reinforced concrete block building;Ashour A.;J. Struct. Eng.,2016

5. LXXVIII. On the cantilever composed of a number of parallel beams interconnected by cross bars

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