Please use this identifier to cite or link to this item: http://hdl.handle.net/2440/105564
Type: Conference paper
Title: Cyclic in-plane shear testing of unreinforced masonry walls with openings
Author: Allen, C.
Masia, M.
Page, A.
Griffith, M.
Derakhshan, H.
Citation: Proceedings of the 10th Pacific Conference on Earthquake Engineering: Building an Earthquake Resilient Pacific., 2015 / pp.1-10
Publisher: Australian Earthquake Engineering Society
Issue Date: 2015
Conference Name: 10th Pacific Conference on Earthquake Engineering (06 Nov 2015 - 08 Nov 2015 : Sydney, Australia)
Statement of
Responsibility: 
C. Allen, M.J. Masia & A.W. Page, M.C. Griffith & H. Derakhshan
Abstract: This paper presents the results to date of an experimental testing programme of unreinforced masonry (URM) walls subject to cyclic in-plane shear loading. The primary aim of this experimental program is to obtain force-displacement relationships for URM walls with openings and to understand the influence of wall geometry and vertical precompression on in-plane wall failure modes. The experimental programme consists of testing 12 full-scale wall specimens. These 12 walls consist of three geometrical configurations, two levels of pre-compression, and two repeats for each wall. To date, 10 of these 12 combinations have been successfully tested with the two remaining tests being repeats of walls previously tested.
Description: Paper Number 68
Rights: Copyright status unknown
RMID: 0030049001
Grant ID: http://purl.org/au-research/grants/arc/DP120100848
Published version: http://www.aees.org.au/wp-content/uploads/2015/12/Paper_68.pdf
Appears in Collections:Civil and Environmental Engineering publications

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