Cyclic in-plane shear testing of unreinforced masonry walls with openings

Date

2015

Authors

Allen, C.
Masia, M.
Page, A.
Griffith, M.
Derakhshan, H.

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Conference paper

Citation

Proceedings of the 10th Pacific Conference on Earthquake Engineering: Building an Earthquake Resilient Pacific., 2015, pp.1-10

Statement of Responsibility

C. Allen, M.J. Masia & A.W. Page, M.C. Griffith & H. Derakhshan

Conference Name

10th Pacific Conference on Earthquake Engineering (6 Nov 2015 - 8 Nov 2015 : Sydney, Australia)

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.

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Paper Number 68

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