System-level seismic resilience assessment of reinforced masonry shear wall buildings with masonry boundary elements

Structures ◽  
2020 ◽  
Vol 26 ◽  
pp. 686-702
Author(s):  
Shadman Hosseinzadeh ◽  
Khaled Galal
Keyword(s):  
Boundary Elements ◽  
Shear Wall ◽  
System Level ◽  
Reinforced Masonry ◽  
Masonry Shear Wall ◽  
Seismic Resilience ◽  
Resilience Assessment

Shake-Table Tests of a Full-Scale Three-Story Reinforced Masonry Shear Wall Structure

2016 ◽  
Vol 142 (10) ◽  
pp. 04016074 ◽  
Author(s):  
A. Stavridis ◽  
F. Ahmadi ◽  
M. Mavros ◽  
P. B. Shing ◽  
R. E. Klingner ◽  
...  
Keyword(s):  
Shear Wall ◽  
Full Scale ◽  
Wall Structure ◽  
Shake Table ◽  
Shake Table Tests ◽  
Reinforced Masonry ◽  
Masonry Shear Wall

Reinforced masonry shear wall blast response limits for ASCE 59 and CSA S850

2021 ◽  
Vol 239 ◽  
pp. 112183
Author(s):  
Tarek El-Hashimy ◽  
Mohamed Ezzeldin ◽  
Michael Tait ◽  
Wael El-Dakhakhni
Keyword(s):  
Shear Wall ◽  
Blast Response ◽  
Reinforced Masonry ◽  
Masonry Shear Wall

scholarly journals Cyclic 
tests
 on
 masonry piers

1974 ◽  
Vol 7 (3) ◽  
pp. 105-114
Author(s):  
R. L. Mayes ◽  
N. M. Mostaghel ◽  
R. W. Clough ◽  
W. L. Dickey
Keyword(s):  
Experimental Investigation ◽  
High Speed ◽  
Shear Wall ◽  
Dynamic Force ◽  
Cyclic Tests ◽  
Test Program ◽  
Reinforced Masonry ◽  
Wall Panels ◽  
Masonry Shear Wall ◽  
Preliminary Phase

The paper describes the preliminary phase of an experimental investigation into the behaviour of reinforced masonry shear wall elements subjected to high speed cyclic loading. The three specimens tested in the preliminary phase were full scale wall panels about 4 meters square, each consisting of two piers connected by a top and bottom spandrel; each panel was made from a different material. The results of the tests on the three specimens are presented in the form of dynamic force deflection relationships. The test equipment designed for the program is described in detail, and the next phase of the test program is outlined.

Displacement-Based Seismic Design for Reinforced Masonry Shear-Wall Structures, Part 1: Background and Trial Application

2015 ◽  
Vol 31 (2) ◽  
pp. 969-998 ◽  
Author(s):  
Farhad Ahmadi ◽  
Marios Mavros ◽  
Richard E. Klingner ◽  
Benson Shing ◽  
David McLean
Keyword(s):  
Seismic Design ◽  
Design Procedure ◽  
Shear Wall ◽  
Local Deformation ◽  
Wall Structures ◽  
Reinforced Masonry ◽  
Plastic Mechanism ◽  
Displacement Based ◽  
Masonry Shear Wall ◽  
Displacement Based Seismic Design

In this paper, a displacement-based seismic design procedure is presented for reinforced masonry shear-wall structures, with the objective of being more consistent, transparent, and practical than current force-based seismic design procedures. The procedure anticipates the formation of a plastic mechanism at specified target displacements, calculates the local deformation demands associated with that mechanism, and ensures that those local deformation demands remain below deformation capacities for flexure-dominated and shear-dominated wall segments. Guidelines to determine the target displacements and effective damping properties for reinforced masonry wall structures are provided. The proposed procedure and guidelines are used in a trial application to design a full-scale, two-story reinforced masonry shear-wall system.

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