Semi-probabilistic failure analysis of masonry veneer walls under lateral loading using a Discrete Macro-Element Model

Recent stochastic finite element analyses considering spatial variability of materials have demonstrated high accuracy in capturing the nonlinear behaviour of unreinforced masonry veneer walls under horizontal out-of-plane loading. However, these approaches are computationally complex, CPU-intensive, and time-consuming. Therefore, developing a simpler yet accurate nonlinear analysis methodology remains essential to evaluate the performance of masonry veneer systems efficiently. This study presents a comprehensive, multi-stage methodology utilising the Discrete Macro-Element Method (DMEM) for nonlinear static analysis under uniform out-of-plane (lateral) loading, simulating wind or inertia (seismic) actions in inward and outward directions. The process begins with the numerical simulation of an experimental campaign available in the literature, which is used to assess the model’s accuracy using HiStrA software. Building on this foundation, multiple simulations are conducted by varying key material strength parameters according to their experimentally observed probability distributions. The results are analysed in terms of variations in the system’s load–displacement (capacity) curves and failure mechanisms, compared against experimental data to evaluate the influence of each parameter on the global structural response. The findings demonstrate the potential of the DMEM approach to deliver valuable insights into the structural failure mechanisms of masonry veneer systems with significantly limited computational cost. • The DMEM strategy is applied to predict the out-of-plane behaviour of veneer walls. • Efficient nonlinear analyses are performed using the HiStrA software. • Statistically-based material variability is considered in the structural analyses. • Material strength variability affects cracking and peak load of veneer wall systems. • The results will support reliability-based design and improvement of building codes.

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Publication Details

Journal
Engineering Failure Analysis
Published
2025-08-15
DOI
https://doi.org/10.1016/j.engfailanal.2025.109973
Primary Topic
Geochemistry and Geologic Mapping
Type
article
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article

Semi-probabilistic failure analysis of masonry veneer walls under lateral loading using a Discrete Macro-Element Model

Engineering Failure Analysis
Geochemistry and Geologic Mapping
article

Semi-probabilistic failure analysis of masonry veneer walls under lateral loading using a Discrete Macro-Element Model

article en

Abstract

Recent stochastic finite element analyses considering spatial variability of materials have demonstrated high accuracy in capturing the nonlinear behaviour of unreinforced masonry veneer walls under horizontal out-of-plane loading. However, these approaches are computationally complex, CPU-intensive, and time-consuming. Therefore, developing a simpler yet accurate nonlinear analysis methodology remains essential to evaluate the performance of masonry veneer systems efficiently. This study presents a comprehensive, multi-stage methodology utilising the Discrete Macro-Element Method (DMEM) for nonlinear static analysis under uniform out-of-plane (lateral) loading, simulating wind or inertia (seismic) actions in inward and outward directions. The process begins with the numerical simulation of an experimental campaign available in the literature, which is used to assess the model’s accuracy using HiStrA software. Building on this foundation, multiple simulations are conducted by varying key material strength parameters according to their experimentally observed probability distributions. The results are analysed in terms of variations in the system’s load–displacement (capacity) curves and failure mechanisms, compared against experimental data to evaluate the influence of each parameter on the global structural response. The findings demonstrate the potential of the DMEM approach to deliver valuable insights into the structural failure mechanisms of masonry veneer systems with significantly limited computational cost. • The DMEM strategy is applied to predict the out-of-plane behaviour of veneer walls. • Efficient nonlinear analyses are performed using the HiStrA software. • Statistically-based material variability is considered in the structural analyses. • Material strength variability affects cracking and peak load of veneer wall systems. • The results will support reliability-based design and improvement of building codes.

Engineering Failure AnalysisVol. 182
Durham University (GB), Teesside University (GB)
Sustainable cities and communities
Openalex Percentile: Top 70%
Geochemistry and Geologic Mapping
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Semi-probabilistic failure analysis of masonry veneer walls under lateral loading using a Discrete Macro-Element Model · Engineering Failure Analysis (2025) | TGRS Research Map | TGRS