Trilinear Model for the Out-of-Plane Seismic Assessment of Vertically Spanning Unreinforced Masonry Walls
Publication: Journal of Structural Engineering
Volume 145, Issue 12
Abstract
Out-of-plane failure of masonry walls is often responsible for the partial collapse of unreinforced masonry structures. Modeling the out-of-plane response of these walls is therefore key in the assessment of existing buildings. The paper presents a new trilinear model describing the force-displacement response of vertically spanning unreinforced masonry walls subjected to out-of-plane loading. Different factors that affect the response of the walls are captured by the model: the support conditions, the level of applied axial load, the slenderness ratio, and the deformability of the wall. The model is validated against experimental results from shake table tests. The force and displacement parameters of the model are described by analytical expressions that are derived from a mechanical model previously developed for unreinforced masonry. They offer an alternative to existing trilinear models in which corner displacements are mainly defined by empirical relationships.
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Acknowledgments
The work presented in this paper was founded by the Swiss Federal Office of the Environment and the Construction Department of the Canton Basel-Stadt. Additionally, the authors would like to thank Prof. Michael Griffith (University of Adelaide), Prof. Andrea Penna (University of Pavia), and Dr. Francesco Graziotti (University of Pavia) for furnishing the data set used for validation of the present research.
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©2019 American Society of Civil Engineers.
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Received: Nov 2, 2017
Accepted: Apr 5, 2019
Published online: Oct 1, 2019
Published in print: Dec 1, 2019
Discussion open until: Mar 1, 2020
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