Experimental Assessment of Controlled Rocking Masonry Shear Walls without Post-tensioning-Reference-Cited by-同舟云学术

Experimental Assessment of Controlled Rocking Masonry Shear Walls without Post-tensioning

Published:2022-04 Issue:4 Volume:148 Page:
ISSN:0733-9445
Container-title:Journal of Structural Engineering
language:en
Short-container-title:J. Struct. Eng.

Author:

Yassin Ahmed¹^ORCID,Ezzeldin Mohamed²^ORCID,Wiebe Lydell³^ORCID

Affiliation:

1. Ph.D. Candidate, Dept. of Civil Engineering, McMaster Univ., Hamilton, ON, Canada L8S 4L7. ORCID: .

2. Assistant Professor, Dept. of Civil Engineering, McMaster Univ., Hamilton, ON, Canada L8S 4L7 (corresponding author). ORCID: .

3. Associate Professor and Chair in Effective Design of Structures, Dept. of Civil Engineering, McMaster Univ., Hamilton, ON, Canada L8S 4L7. ORCID: .

Publisher

American Society of Civil Engineers (ASCE)

Subject

Mechanical Engineering,Mechanics of Materials,General Materials Science,Building and Construction,Civil and Structural Engineering

Link

https://ascelibrary.org/doi/pdf/10.1061/%28ASCE%29ST.1943-541X.0003307

Reference23 articles.

1. Seismic Performance Quantification of Reinforced Masonry Structural Walls with Boundary Elements

2. Self-centering seismic lateral force resisting systems: High performance structures for the city of tomorrow;Chancellor N.;Build. Multidiscip. Digital Publ. Inst.,2014

3. Experimental Assessment of the System-Level Seismic Performance of an Asymmetrical Reinforced Concrete Block–Wall Building with Boundary Elements

4. Seismic Collapse Risk Assessment of Reinforced Masonry Walls with Boundary Elements Using the FEMA P695 Methodology

5. Analytical stress-strain curves for grouted concrete masonry;Hart G. C.;Masonry Soc. J.,1989

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