Abstract

Masonry panels consisting of piers and spandrels in buildings are vulnerable to in-plane actions caused by seismicity and soil subsidence. Tectonic seismicity is a safety hazard for masonry structures, whereas low-magnitude induced seismicity can be detrimental to their durability due to the accumulation of light damage. This is particularly true in the case of unreinforced masonry. Therefore, the development of models for the accurate prediction of both damage initiation and force capacity for masonry elements and structures is necessary. In this study, a method was developed based on analytical modeling for the prediction of the damage initiation mode and capacity of stand-alone masonry piers; the model was then expanded through a modular approach to masonry walls with asymmetric openings. The models account for all potential damage and failure modes for in-plane loaded walls. The stand-alone piers model is applicable to all types of masonry construction. The model for walls with openings can be applied as is to simple buildings but can also be extended to more complex structures with simple modifications. Model results were compared with numerous experimental cases and exhibited very good accuracy.

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Data Availability Statement

All data, models, or code that support the findings of this study are available from the corresponding author upon reasonable request.

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Go to Journal of Engineering Mechanics
Journal of Engineering Mechanics
Volume 147Issue 11November 2021

History

Received: Oct 30, 2020
Accepted: Jun 2, 2021
Published online: Aug 23, 2021
Published in print: Nov 1, 2021
Discussion open until: Jan 23, 2022

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Postdoctoral Researcher, Faculty of Civil Engineering and Geosciences, Delft Univ. of Technology, Stevinweg 1, 2628 CN, Delft, Netherlands (corresponding author). ORCID: https://orcid.org/0000-0002-8647-9993. Email: [email protected]; [email protected]
Assistant Professor, Faculty of Civil Engineering and Geosciences, Delft Univ. of Technology, Stevinweg 1, 2628 CN, Delft, Netherlands. ORCID: https://orcid.org/0000-0002-8519-5999. Email: [email protected]
Researcher/Lecturer, Faculty of Civil Engineering and Geosciences, Delft Univ. of Technology, Stevinweg 1, 2628 CN, Delft, Netherlands. ORCID: https://orcid.org/0000-0002-5525-8522. Email: [email protected]
Vasilis Sarhosis, A.M.ASCE [email protected]
Associate Professor, School of Civil Engineering, Univ. of Leeds, Woodhouse Lane, LS2 9JT, Leeds, UK. Email: [email protected]

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  • Recent Advances on the Mechanics of Masonry Structures, Journal of Engineering Mechanics, 10.1061/(ASCE)EM.1943-7889.0002112, 148, 6, (2022).

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