Advances in Natural and Human Induced Hazard Resilient Infrastructures: Sustainable Materials, Structures and Safe Management

A Special Issue of Infrastructures (ISSN 2412-3811).

Deadline for manuscript submissions: 10 February 2027 | Viewed by 372

Editors


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Guest Editor
Institut für Strukturmechanik (ISM), Bauhaus-Universität Weimar, D-99423 Weimar, Germany
Interests: soft computing; seismic damage and vulnerability assessment; building damage classification; data science and analysis; rapid screening methods
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School of Civil Engineering, National Technical University of Athens, 15780 Athens, Greece
Interests: interfaces; reinforced concrete; masonry; ancient structures
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Department of Civil and Environmental Engineering, University of Surrey, Guildford CM2 7XH, UK
Interests: virtual monitoring of bridges; data-drive structural health monitoring; advanced numerical modeling; risk and reliability assessment of bridges
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Department of Civil, Environmental, Land, Construction and Chemistry, Politecnico di Bari, 70125 Bari, Italy
Interests: structural engineering; seismic engineering; existing structures and infrastructures; seismic vulnerability; seismic fragility; finite element modelling; performance based earthquake engineering; machine learning; computer vision
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Special Issue Information

Dear Colleagues,

The increasing frequency and intensity of natural hazards, combined with the growing impact of human‑induced threats such as armed conflicts, cyber–physical attacks and climate change, have highlighted the urgent need for hazard‑resilient and sustainable built environments. This Special Issue of Infrastructure focuses on recent advances in materials, structural systems and management strategies that enhance the resilience, safety and sustainability of infrastructures and buildings, including critical facilities such as data centers, industrial halls, logistics hubs and essential public buildings.

Moving beyond traditional infrastructure systems, this issue emphasizes the role of innovative and sustainable materials—including low‑carbon concretes, high‑performance composites and recycled and bio‑based materials—in improving structural robustness, damage tolerance and rapid recoverability under extreme events. Particular attention is given to multi‑hazard scenarios, where earthquakes, explosions, fire, extreme weather and intentional attacks may occur individually or in combination, as increasingly observed in recent global conflicts.

The Special Issue also highlights resilient design strategies for buildings that support societal continuity during and after crises, such as data centers enabling digital infrastructure, industrial facilities sustaining production and shelters ensuring civilian safety. Integrated approaches combining structural engineering, risk assessment, digital monitoring and safe management frameworks are encouraged, with a strong focus on life‑cycle performance and sustainability.

By bringing together interdisciplinary research and practical case studies, this Special Issue aims to advance the development of future‑ready, sustainable and hazard‑resilient infrastructures and buildings, capable of withstanding both natural and anthropogenic threats while contributing to long‑term environmental and societal resilience.

Dr. Ehsan Harirchian
Dr. Shaghayegh Karimzadeh
Dr. Vasiliki Palieraki
Dr. Donya Hajializadeh
Dr. Sergio Ruggieri
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-anonymized peer-review process. A guide for authors and other relevant information for submission of manuscripts is available on the Instructions for Authors page. Infrastructures 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 1800 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

  • hazard resilience
  • sustainable materials
  • human induced hazards
  • natural hazards
  • critical infrastructures
  • resilient buildings
  • multi hazard design
  • safe management

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Published Papers (1 paper)

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Research

23 pages, 6768 KB  
Article
Pre-Event-Reference-Free TLS-Based Geometric Condition Assessment of Post-Fire RC Flexural Members
by Rubén Darío Cano-Marín, Antonio Morales-Esteban and Maria-Victoria Requena-Garcia-Cruz
Infrastructures 2026, 11(9), 329; https://doi.org/10.3390/infrastructures11090329 (registering DOI) - 16 Sep 2026
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Abstract
Post-fire assessment of reinforced-concrete (RC) members is commonly based on concrete compressive strength measurements, a local property that may not fully represent the residual behaviour of flexure-governed members. This study addresses this limitation through a non-destructive methodology based on TLS, aimed at estimating [...] Read more.
Post-fire assessment of reinforced-concrete (RC) members is commonly based on concrete compressive strength measurements, a local property that may not fully represent the residual behaviour of flexure-governed members. This study addresses this limitation through a non-destructive methodology based on TLS, aimed at estimating the apparent relative loss of flexural stiffness from observed differences in residual geometry. The point clouds were filtered, rasterized, and subsequently normalized using regression planes fitted to each member. Orthogonal deviations from these planes were statistically analysed to define a geometric condition indicator (DI) based on the difference in point concentration between homologous members within a central deviation band. By comparing structurally equivalent members, increases in beam deflection and camber losses in prestressed joists were calculated and used to derive an apparent deformation-based stiffness-change index (KΔ). The methodology was applied to a one-way ribbed slab affected by a real fire. DI showed strong monotonic association with KΔ, with Spearman coefficients of −0.82 for the beams and 0.92 for the prestressed joists. Beams exhibiting increased deflection and joists exhibiting reduced camber relative to their homologous counterparts showed mean apparent relative stiffness losses of 32.7% and 36.7%, respectively. The results show that the statistical distribution of geometric deviations provides information on the global response of the member that is not captured by the local compressive strength of the concrete. The proposed indicators also enable the identification of geometric anomalies consistent with post-fire structural deformation, providing a non-destructive screening and prioritization tool that complements inspection, material testing, and structural analysis. Full article
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