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Buildings
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Structural Health Monitoring of Buildings Based on Advanced Computational and...
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Structural Health Monitoring of Buildings Based on Advanced Computational and Experimental Techniques

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

Deadline for manuscript submissions: 31 December 2024 | Viewed by 2810

Special Issue Editors

Dr. Marcelo Greco

E-Mail Website
Guest Editor
Departamento de Engenharia de Estruturas, Universidade Federal de Minas Gerais, Belo Horizonte 31270-901, Minas Gerais, Brazil
Interests: nonlinear analysis; dynamics of structures; mechanics of structures; numerical methods; mechanics of solids; hyperelasticity; viscoelasticity
Special Issues, Collections and Topics in MDPI journals
Dr. João Paulo Correia Rodrigues

E-Mail Website
Guest Editor
Department of the Civil Engineering, University of Coimbra, Coimbra 3000-370, Portugal
Interests: fire safety of structures; experimental techniques; numerical modeling; strengthening of structures
Special Issues, Collections and Topics in MDPI journals

Special Issue Information

Dear Colleagues,

The structural health monitoring of buildings constitutes an area of research dedicated to ensuring the safety, durability and efficiency of constructed environment. Computational and experimental techniques are used to assess the integrity of buildings along time and to detect potential damage based on numerical and experimental methods.

In this Special Issue, papers dedicated to experimental and/or numerical studies on structural health monitoring are welcome. Applications of these practices in buildings, bridges and other structures are also welcome. This Special Issue will accept original research, case studies and state-of-the-art review papers.

Papers published in this Special Issue should describe original methods and studies in different topics of both science and engineering, such as mechanics of structures, dynamics of structures and nonlinear analysis. This Special Issue will be of interest to researchers and academics working in fields of service states, the structural analysis of buildings, infrastructure management and historical construction assessment.

Potential topics include but are not limited to the following:

  • Vibration analysis;
  • Damage identification;
  • Experimental modal analysis;
  • Rheological models;
  • Time-marching procedures;
  • Creep and relaxation;
  • Structural Engineering applications;
  • Robusteness of structures;
  • Experimental methods;
  • Structural faults;
  • Strengthening of strutures.

Dr. Marcelo Greco
Prof. Dr. João Paulo Correia Rodrigues
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 monthly 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

  • mechanics of structures
  • dynamics of structures
  • experimental analysis
  • structural faults
  • creep
  • relaxation
  • hysteresis
  • nonlinear analysis
  • strengthening of structures

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Further information on MDPI's Special Issue polices can be found here.

Published Papers (2 papers)

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Research

22 pages, 17166 KiB  
Article
High-Speed Videogrammetry with Mutually Guided Target Tracking under Occlusion for Masonry Building Structure Displacement on a Shaking Table
by Xianglei Liu, Shenglong Li, Dezhi Zhang, Jun Yang, Yuxin Chen, Runjie Wang, Yuqi Zhang and Yuan Yao
Buildings 2023, 13(12), 2959; https://doi.org/10.3390/buildings13122959 - 28 Nov 2023
Viewed by 1108
Abstract
High-speed videogrammetric measurements are widely used on shaking tables. However, during progressive collapse experiments, the protective string used to ensure the safety of personnel and the shaking table, mandated by safety considerations, can partially occlude the structural model. To address the problem of [...] Read more.
High-speed videogrammetric measurements are widely used on shaking tables. However, during progressive collapse experiments, the protective string used to ensure the safety of personnel and the shaking table, mandated by safety considerations, can partially occlude the structural model. To address the problem of inaccurate tracking of the ellipse targets in image sequences due to the partial occlusion, this paper proposes a novel mutually guided tracking method for the partial occlusion situations. Firstly, the strategy of loopback detection is proposed to eliminate the cumulative errors with the initial tracking model and to replace the initial results of the tracking with those from the loopback detection. Secondly, tiny offset compensation is used to solve the problem of deviations. The experimental results demonstrate that the proposed method can achieve single-point localization at the sub-millimeter level and interlayer localization at the millimeter level within partially occluded environments. It is important that the proposed method meets the requirements of experimental accuracy on shaking tables and ensures the safety of personnel and facilities. Full article
(This article belongs to the Special Issue Structural Health Monitoring of Buildings Based on Advanced Computational and Experimental Techniques)
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17 pages, 5748 KiB  
Article
Numerical Modeling of Lyapunov Exponents for Structural Damage Identification
by Gustavo Botelho Barbosa, William Luiz Fernandes, Marcelo Greco and Daniel Henrique Nunes Peixoto
Buildings 2023, 13(7), 1802; https://doi.org/10.3390/buildings13071802 - 15 Jul 2023
Cited by 2 | Viewed by 1129
Abstract
The main purpose of this article is to discuss the use of the Lyapunov exponents to evaluate the integrity of structures. The use of such coefficients is examined in an analysis that considers the geometric and physical nonlinearities, aiming to ensure the applicability [...] Read more.
The main purpose of this article is to discuss the use of the Lyapunov exponents to evaluate the integrity of structures. The use of such coefficients is examined in an analysis that considers the geometric and physical nonlinearities, aiming to ensure the applicability of the method in robust simulations. The material nonlinearity is modeled using the multilinear isotropic elastoplastic model together with a recently developed damage model. The nonlinear equilibrium equations solution is obtained using the positional finite element method. The Newmark time-marching procedure is implemented to evaluate the Lyapunov coefficients and a nonlinear predictor technique that needs a single data series is employed. A numerical example of a frame structure is presented to illustrate the methodology applicability. Its results show that the Lyapunov exponents can be used as indicative parameters of structural integrity, since its analysis was able to detect the occurrence of the destabilization of the structure with the dynamic jump and the presence of material failures. The non-linear predictor proved to be an efficient technique for obtaining the Lyapunov exponents, with a low computational cost. The methodology presented to monitor structural integrity was shown to be a promising alternative. Full article
(This article belongs to the Special Issue Structural Health Monitoring of Buildings Based on Advanced Computational and Experimental Techniques)
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