Modeling and Testing the Performance of Masonry Structures

A special issue of Buildings (ISSN 2075-5309). This special issue belongs to the section "Building Structures".

Deadline for manuscript submissions: 30 September 2025 | Viewed by 767

Special Issue Editors


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Guest Editor
Department of Architecture, Built Environment, and Construction Engineering, Politecnico di Milano, 20133 Milan, Italy
Interests: building structural analysis; structural dynamics; construction engineering; construction; seismic engineering; finite element analysis; concrete technologies; construction materials; civil engineering materials
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Guest Editor
Department of Architecture, Built Environment and Construction Engineering Politecnico di Milano, Piazza Leonardo da Vinci 32, Milano, Italy
Interests: earthquake engineering; existing structures; masonry structures; bridges; retrofitting interventions; steel anchors
Special Issues, Collections and Topics in MDPI journals

Special Issue Information

Dear Colleagues,

Masonry structures constitute many important historical buildings, existent bridges, and industrial constructions all over the world. Different typologies of masonry - mainly bricks or stones – are present in constructions with cultural, artistic, and monumental role. These kinds of constructions are in areas only nowadays classified as seismic ones. Therefore, structural improving under seismic actions represents a strategic goal but it requires important issues. The first one is the definition of the masonry’s properties under several points of view as the geometry, the mechanical properties, construction’s details and the boundary conditions. Therefore, appropriate surveys and tests are mandatory. Starting by the knowledge of every masonry elements, the second issue is represented by numerical approaches and mathematical models (considering nonlinear behavior) for reproduce masonry’s behavior and the seismic response in the most truthful manner. Different numerical approaches and constitutive laws could be considered for detecting the most appropriate retrofitting techniques.  The present Special issue is aimed to the following topics, including but not limited:

-Static and dynamic tests on masonry elements;

-Non-destructive testing techniques;

-Advanced theoretical and numerical models;

-Constitutive laws for masonry

-Mathematical models for the plasticity in masonry elements;

-Techniques to improve to the seismic response of masonry constructions;

-Smart bricks for strain monitoring.

Dr. Nicola Longarini
Dr. Pietro Giuseppe Crespi
Guest Editors

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Keywords

  • masonry structures
  • laboratory and in-situ tests
  • numerical modelling
  • non-linear behavior of masonry
  • seismic response of masonry structures
  • historical masonry buildings
  • smart bricks
  • retrofitting techniques for masonry structures

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Published Papers (1 paper)

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Research

26 pages, 7671 KiB  
Article
Assessing Wall Tie Deterioration in Masonry Veneer Wall Through Vibration-Based Damage Identification Methods
by Chee Yin Lam, Mark Masia, Igor Chaves, Md Akhtar Hossain and John Vazey
Buildings 2025, 15(8), 1226; https://doi.org/10.3390/buildings15081226 - 9 Apr 2025
Viewed by 311
Abstract
Experimental modal analysis has proven effective in damage identification of civil structures but has not been extensively applied to multi-leaf masonry structures, particularly in the context of wall tie inspection. This paper investigates the applicability of non-destructive, vibration-based damage identification methods to a [...] Read more.
Experimental modal analysis has proven effective in damage identification of civil structures but has not been extensively applied to multi-leaf masonry structures, particularly in the context of wall tie inspection. This paper investigates the applicability of non-destructive, vibration-based damage identification methods to a one-storey masonry veneer wall to detect wall tie deterioration based on changes in modal parameters. An impact hammer was used to collect vibration data from eight different wall tie deterioration test cases by disconnecting the wall ties at various locations. The downshift of natural frequencies was recorded for all deterioration test cases, and a reduction of up to 38% was observed when the top row of wall ties was disconnected, highlighting the importance of wall ties to the overall stiffness of the masonry veneer wall system. In terms of damage localisation accuracy, the parameter-based method performed the best by successfully identifying seven out of eight damaged scenarios without additional noise. The findings show that the detection of wall tie deterioration using non-destructive, vibration-based damage identification methods is viable, providing an alternative wall tie inspection method with significant benefits to infrastructure management, thereby enhancing safety, efficiency, and sustainability in maintaining and preserving masonry veneer walls. Full article
(This article belongs to the Special Issue Modeling and Testing the Performance of Masonry Structures)
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