System-Level Seismic Damage Assessment Methodology for Reinforced Masonry Shear Wall Buildings-Reference-Cited by-同舟云学术

System-Level Seismic Damage Assessment Methodology for Reinforced Masonry Shear Wall Buildings

Published:2018-08 Issue:8 Volume:144 Page:04018117
ISSN:0733-9445
Container-title:Journal of Structural Engineering
language:en
Short-container-title:J. Struct. Eng.

Author:

Ashour Ahmed¹,Ezzeldin Mohamed²,El-Dakhakhni Wael³

Affiliation:

1. Assistant Professor, Faculty of Engineering, Cairo Univ., Cairo, Giza, Egypt 12613; Postdoctoral fellow, Dept. of Building, Civil and Environmental Engineering, Concordia Univ., Montréal, QC, Canada H3G 1M8; formerly, Ph.D. Candidate, McMaster Univ., Hamilton, ON, Canada L8S 4L7 (corresponding author).

2. Postdoctoral Fellow, Dept. of Civil Engineering, McMaster Univ., 1280 Main St. West, Hamilton, ON, Canada L8S 4L7; presently, on leave, Faculty of Engineering, Ain Shams Univ., Cairo, Egypt 11566.

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

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.0002091

Reference35 articles.

1. Abrams D. 1986. “Measured hysteresis in a masonry building system.” In Proc. Third US Conf. on Earthquake Engineering. Oakland CA: Earthquake Engineering Research Institute.

2. Displacement-Based Seismic Design for Reinforced Masonry Shear-Wall Structures, Part 2: Validation with Shake-Table Tests

3. Axial compressive behavior of grouted concrete block masonry columns confined by CFRP jackets

4. Ashour A. and W. El-Dakhakhni. 2016a. “Backbone model for displacement-based seismic design of reinforced masonry shear wall buildings.” In Proc. 16th Int. Brick and Block Masonry Conf. London: Taylor & Francis.

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

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