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Damage Detection, Quantification and Modelling in Masonry Structures

This special issue belongs to the section “Structural and Earthquake Engineering“.

Special Issue Information

Dear Colleagues,

Masonry structures represent a large percentage of the existing building stock of residential, vernacular and monumental architecture. This building stock is often located in regions featuring tectonic earthquakes, induced seismicity and soil subsidence. These effects can be detrimental to the aesthetic value, resilience and structural stability of masonry structures through the accumulation and propagation of structural damage. Effective intervention on these structures requires that sustained damage not only be successfully detected, but also rationally quantified.

Damage monitoring and inspection tools for masonry are abundant in engineering practice and research literature, making use of both established and emerging technology and methods. Photogrammetry, laser scanning, digital image correlation, acoustic emission and dynamic identification are but a few techniques used for the detection of damage arising in masonry structures under mechanical loading, both in the field and in the lab. However, the quantification of detected damage in terms relevant for structural analysis, namely for the calculation of stiffness and capacity reduction at the material or structural element level, remains tentative and applied in case-by-case instances.

This Special Issue aims at compiling and disseminating new advances and applications in damage detection and non-linear analysis of masonry structures. We invite contributions in damage detection, quantification and documentation, detailed case studies and advances in nonlinear analysis for decisively promoting research related to structural assessment and analysis of damaged masonry structures.

Submitted papers will undergo rigorous peer review with the aim of rapid and wide dissemination of all research outcomes.

Dr. Anastasios Drougkas
Dr. Savvas Saloustros
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 250 words) can be sent to the Editorial Office for assessment.

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. CivilEng is an international peer-reviewed open access quarterly 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 1400 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

  • Masonry structures
  • Damage detection
  • Structural monitoring
  • Non-destructive testing
  • Digital documentation
  • Safety assessment
  • Non-linear analysis

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CivilEng - ISSN 2673-4109