Probabilistic seismic resilience quantification of a reinforced masonry shear wall system with boundary elements under bi-directional horizontal excitations

2021 ◽  
Vol 247 ◽  
pp. 113023
Author(s):  
Shadman Hosseinzadeh ◽  
Khaled Galal
Keyword(s):  
Boundary Elements ◽  
Shear Wall ◽  
Reinforced Masonry ◽  
Masonry Shear Wall ◽  
Seismic Resilience ◽  
Wall System

scholarly journals A simple model for damage analysis of a frame-masonry shear-wall system

2017 ◽  
Vol 129 ◽  
pp. 119-134 ◽  
Author(s):  
Simona Di Nino ◽  
Francesco D’Annibale ◽  
Angelo Luongo
Keyword(s):  
Simple Model ◽  
Shear Wall ◽  
Damage Analysis ◽  
Masonry Shear Wall ◽  
Wall System

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.

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