Experimental assessment and numerical modeling of the nonlinear behavior of the masonry shear walls under in-plane cyclic loading considering the brickwork-setting effect

Experimental assessment and numerical modeling of the nonlinear behavior of the masonry shear walls under in-plane cyclic loading considering the brickwork-setting effect

In this article, the main purpose is nonlinear analysis of the cyclic behavior of the masonry shear walls including brickwork setting using finite element method. Three different brickwork-settings including running bond style, herringbone style and Zarbi style (herreh style) were investigated. To t...

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Bibliographic Details
Main Authors: Amir Hossein Karimi, Mohammad Saeed Karimi, Ali Kheyroddin, Abdulazim Amirshahkarami
Format: article
Language:FA
Published: Iranian Society of Structrual Engineering (ISSE) 2017
Subjects:
masonry
masonry shear wall
brickwork setting
cyclic loading
hysteretic curve
numerical modeling
brick
Bridge engineering
TG1-470
Building construction
TH1-9745
Online Access:https://doaj.org/article/9963b2a2e4a34c918fcbd63b12ef3d2f
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https://doaj.org/article/9963b2a2e4a34c918fcbd63b12ef3d2f

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