Mechanics of Masonry Towers

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

Deadline for manuscript submissions: 31 October 2025 | Viewed by 1217

Special Issue Editors


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Guest Editor
Department of Civil and Environmental Engineering (DICA), Politecnico Di Milano, 20133 Milan, Italy
Interests: masonry materials; concrete materials; composite materials; strengthening materials; masonry structures; reinforced concrete; composite structures; steel structures; structural design; structural analysis
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Guest Editor
Civil Engineering Department, Institut Teknologi Sepuluh Nopember, Surabaya 60111, Indonesia
Interests: structural design; finite element modeling; finite element analysis; structural analysis; structural dynamics; seismic isolation; earthquake engineering

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Guest Editor
Department of Architectural Constructions, Polytechnic University of Valencia, 46022 Valencia, Spain
Interests: heritage restoration; phase change material

Special Issue Information

Dear Colleagues,

Masonry towers, with their historical and cultural significance, stand as enduring testaments to human ingenuity and architectural excellence. These structures, ranging from medieval church spires and bell towers to defensive watchtowers and iconic minarets, have not only defined skylines, but also embodied the socio-cultural narratives of their times. The unique structural characteristics and aesthetic appeal of masonry towers present a rich area of study and pose distinct challenges in terms of analysis, preservation and adaptation to modern needs.

This Special Issue aims to collate cutting-edge research and insights from a multidisciplinary perspective, focusing on the engineering, architectural and conservation aspects of masonry towers. Contributions will explore both the historical context and the latest technological advancements in the analysis and preservation of these iconic structures.

Key Topics:

Structural Analysis and Modeling: The Special Issue will delve into advanced methods for assessing the structural integrity and behavior of masonry towers. This includes finite element modeling, non-linear analysis and the study of seismic vulnerability.

Seismic Performance and Retrofitting: Given the vulnerability of masonry towers to seismic activities, this Special Issue will highlight innovative retrofitting techniques and materials. Studies which cover strategies to enhance seismic resilience, while respecting the architectural and historical value of these structures, are welcome.

Material Characterization and Conservation Techniques: Contributions will focus on the characterization of historic masonry materials, including stone, brick and mortar. The Special Issue will explore both traditional and modern conservation techniques aimed at prolonging the lifespan of masonry towers. This includes the use of compatible materials for restoration, innovative reinforcement methods and the role of digital technologies in conservation efforts.

Heritage and Cultural Significance: The Special Issue will also address the cultural and heritage aspects, discussing the importance of masonry towers in urban and rural landscapes.

Case Studies and Practical Applications: Real-world case studies highlighting successful projects, as well as lessons from failures, will provide valuable insights. These case studies should cover a range of issues, from structural interventions to complete restorations, offering a comprehensive view of current practices and methodologies.

Similar modern structures inspired by masonry towers: Other case studies, built with different materials, but fundamentally representing key feature similarities with towers are welcome, providing insight into their construction techniques, importance and other peculiarities.

This Special Issue on masonry towers aims to serve as a comprehensive resource for academics, professionals and practitioners involved in the study and conservation of these iconic structures. By fostering a deeper understanding of both the historical and technical dimensions of masonry towers, we hope to inspire innovative approaches that will ensure the preservation and continued relevance of these architectural treasures for future generations.

We invite researchers, engineers and architects to contribute their knowledge and experience, fostering a collaborative dialogue that bridges the gap between tradition and innovation in the preservation of masonry towers.

Dr. Rafael Shehu
Dr. Ahmad Basshofi Habieb
Dr. Maria Gracia López Patiño
Guest Editors

Manuscript Submission Information

Manuscripts should be submitted online at www.mdpi.com by registering and logging in to this website. Once you are registered, click here to go to the submission form. Manuscripts can be submitted until the deadline. All submissions that pass pre-check are peer-reviewed. Accepted papers will be published continuously in the journal (as soon as accepted) and will be listed together on the special issue website. Research articles, review articles as well as short communications are invited. For planned papers, a title and short abstract (about 100 words) can be sent to the Editorial Office for announcement on this website.

Submitted manuscripts should not have been published previously, nor be under consideration for publication elsewhere (except conference proceedings papers). All manuscripts are thoroughly refereed through a single-blind peer-review process. A guide for authors and other relevant information for submission of manuscripts is available on the Instructions for Authors page. Buildings is an international peer-reviewed open access semimonthly journal published by MDPI.

Please visit the Instructions for Authors page before submitting a manuscript. The Article Processing Charge (APC) for publication in this open access journal is 2600 CHF (Swiss Francs). Submitted papers should be well formatted and use good English. Authors may use MDPI's English editing service prior to publication or during author revisions.

Keywords

  • static analysis
  • dynamic analysis
  • seismic risk
  • retrofitting
  • structural monitoring

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Published Papers (1 paper)

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Research

23 pages, 8574 KiB  
Article
A Proposal for Reinforcement of Historical Masonry Minarets: Gaziantep Kabasakal Mosque Minaret
by İrfan Kocaman, Merve Ertosun Yıldız, Mehmet Akif Yıldız, Esma Eroğlu and Sedanur Çetin
Buildings 2025, 15(8), 1213; https://doi.org/10.3390/buildings15081213 - 8 Apr 2025
Viewed by 381
Abstract
This study investigated the historical Kabasakal Mosque minaret’s seismic performance in the Şahinbey district of Gaziantep province. After the 6 February 2023 Kahramanmaraş earthquake, the cone and honeycomb sections of the minaret were damaged. The minaret is a typical masonry structure with a [...] Read more.
This study investigated the historical Kabasakal Mosque minaret’s seismic performance in the Şahinbey district of Gaziantep province. After the 6 February 2023 Kahramanmaraş earthquake, the cone and honeycomb sections of the minaret were damaged. The minaret is a typical masonry structure with a cylindrical body and open balconies belonging to the Ottoman period, and the damage that occurred primarily in the weak areas, such as the honeycomb and the cone, caused serious structural problems due to the earthquakes. In the study, a finite element model (FEM) of the minaret was created. Nonlinear time-history analyses were performed using earthquake records recorded in the district where the minaret is located in the finite element model. First, the original state of the minaret (OM model) was analyzed, and its collapse mechanisms were investigated. Then, a proposal was developed to strengthen the minaret’s honeycomb and cone sections with steel rings. This reinforcement was tested with numerical analyses, and the dynamic performances of both the original and reinforcement models were compared. The durability and seismic performance of local materials commonly used in regional structures, such as Urfa stone, were evaluated. It was observed that the proposed reinforcement method reduced the displacement demands in critical areas and increased the overall rigidity of the structure. The study emphasizes the importance of reinforcement methods in protecting historical structures and reveals the proposed solution’s applicability to similar structures. Full article
(This article belongs to the Special Issue Mechanics of Masonry Towers)
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