Technical Papers
Sep 3, 2021

Prediction Equations for Out-of-Plane Capacity of Unreinforced Masonry Infill Walls Based on a Macroelement Model Parametric Analysis

Publication: Journal of Engineering Mechanics
Volume 147, Issue 11

Abstract

In the seismic performance assessment of reinforced concrete (RC) frames, a reliable estimation of the capacity of unreinforced masonry (URM) infill walls is of utmost importance to ensure structural safety conditions. With particular attention to the out-of-plane (OoP) capacity of URM infill walls after in-plane (IP) damage, the issue of defining reliable analytical prediction models for the assessment of the capacity is an ongoing study. In this paper, empirical equations are proposed for the evaluation of the infilled frame’s OoP capacity, with or without IP damage, based on an extensive numerical parametric analysis, focusing on the influence of the key parameters that govern the mechanical model. The OoP capacity of URM infill walls, considering the variation in their geometrical and mechanical properties, was evaluated by using a macroelement model. The OoP strength was found to be largely influenced by the compressive strength, slenderness ratio, aspect ratio, and, additionally, level of IP damage. The reduction of OoP strength and stiffness due to IP damage was largely governed by the strength and the slenderness ratio of the URM infill wall. The reliability of the proposed model was also proved by comparisons with experimental results and some of the analytical models already available in the literature. The proposed equations provide reliable estimates of the OoP capacity by strongly indicating the suitability of the adopted macroelement model in capturing the OoP response of URM infills.

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Data Availability Statement

All data, models, and code generated or used during the study appear in the published article.

Acknowledgments

This research has been carried out using the resources of ReLUIS (The Laboratories University Network of Seismic Engineering, Italy), and the support is gratefully acknowledged.

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

History

Received: Jan 21, 2021
Accepted: Jun 10, 2021
Published online: Sep 3, 2021
Published in print: Nov 1, 2021
Discussion open until: Feb 3, 2022

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Ph.D. Student, Dept. of Engineering, Univ. of Palermo, Viale delle Scienze, Palermo 90128, Italy. ORCID: https://orcid.org/0000-0002-9352-7615. Email: [email protected]
Vasilis Sarhosis [email protected]
Professor, School of Civil Engineering, Univ. of Leeds, Leeds LS2 9JT, UK. Email: [email protected]
Postdoctoral Researcher, Dept. of Engineering, Univ. of Palermo, Viale delle Scienze, Palermo 90128, Italy (corresponding author). ORCID: https://orcid.org/0000-0002-5148-7838. Email: [email protected]
Professor, Faculty of Civil Engineering and Architecture, Univ. of Osijek, 3 Vladimir Prelog St., Osijek 31000, Croatia. ORCID: https://orcid.org/0000-0001-7539-4639. Email: [email protected]
Liborio Cavaleri [email protected]
Professor, Dept. of Engineering, Univ. of Palermo, Viale delle Scienze, Palermo 90128, Italy. Email: [email protected]

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Cited by

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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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