Structural Resilience and Sustainable Development of Reinforced Concrete Structures

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

Deadline for manuscript submissions: 20 July 2025 | Viewed by 3549

Special Issue Editors


E-Mail
Guest Editor
Faculty of Civil Engineering, Universidad Michoacana de San Nicolás de Hidalgo, Morelia 58000, Mexico
Interests: reinforced concrete; passive control systems; seismic vulnerability of structures; seismic risk assessment

E-Mail Website
Guest Editor
Assistant Professor, Laboratory of Reinforced Concrete, School of Civil Engineering, National Technical University of Athens, 15772 Athens, Greece
Interests: novel construction materials; seismic strengthening of existing structures; sustainability and resilience engineering; reinforced concrete
Special Issues, Collections and Topics in MDPI journals

E-Mail Website
Guest Editor
Faculty of Civil Engineering, Universidad Michoacana de San Nicolás de Hidalgo, Morelia 58000, Mexico
Interests: reinforced concrete structures; seismic vulnerability of structures; multi-hazard analysis; seismic fragility analysis

E-Mail Website
Guest Editor

Special Issue Information

Dear Colleagues,

The environmental impact of reinforced concrete structures is increasingly a source of discussion in various areas of knowledge. In addition to the construction of new reinforced concrete structures, natural disasters cause damage to existing structures that require rehabilitation and retrofit actions. New construction and the extensive use of conventional materials and structural systems contribute significantly to the emission of greenhouse gases. Various ongoing projects are currently focused on reducing the carbon footprint of reinforced concrete structures. Moreover, structural resilience is one of the key parameters which is of great importance and it is directly linked to the use of suitable materials and, therefore, to the greenhouse gas emissions linked to structures and infrastructures. The use of new materials, the application of control systems, and the continuous updating of building codes are some of the ways towards resilience and sustainable development.

This Special Issue will include original research of analytical or experimental studies, applications, and case studies that, among their objectives, pursue a sustainable development of reinforced concrete structures.

Topics of interest include but are not limited to the following:

  • Green development of structures and use of sustainable materials;
  • Structural resilience;
  • Environmental impact of RC structures;
  • Use of passive, hybrid, active and semi-active control devices;
  • Seismic risk assessment of sustainable structures;
  • Seismic vulnerability of RC structures;
  • Use of new methodologies to design sustainable structures;
  • Improvement of life-cycle of structures;
  • Damage mitigation in RC structures;
  • Rehabilitation and retrofit techniques for sustainable RC structures.

Prof. Dr. José Jara
Dr. Andreas Lampropoulos
Prof. Dr. Bertha Alejandra Olmos
Prof. Dr. Humberto Varum
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

  • sustainable materials
  • life-cycle of structures
  • seismic design and assessment of buildings
  • damage mitigation
  • control devices
  • advanced numerical modelling of structures

Benefits of Publishing in a Special Issue

  • Ease of navigation: Grouping papers by topic helps scholars navigate broad scope journals more efficiently.
  • Greater discoverability: Special Issues support the reach and impact of scientific research. Articles in Special Issues are more discoverable and cited more frequently.
  • Expansion of research network: Special Issues facilitate connections among authors, fostering scientific collaborations.
  • External promotion: Articles in Special Issues are often promoted through the journal's social media, increasing their visibility.
  • e-Book format: Special Issues with more than 10 articles can be published as dedicated e-books, ensuring wide and rapid dissemination.

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

Published Papers (2 papers)

Order results
Result details
Select all
Export citation of selected articles as:

Research

Jump to: Review

22 pages, 7918 KiB  
Article
Assessment of Damage Progression in Corner Buildings with Infill Walls During an Intraplate Earthquake in Mexico
by Abel Martínez, José M. Jara, Juan I. López, Bertha A. Olmos, Humberto Varum and Andreas Lampropoulos
Buildings 2025, 15(5), 745; https://doi.org/10.3390/buildings15050745 - 25 Feb 2025
Viewed by 242
Abstract
On 19 September 2017, an intraplate earthquake with a magnitude of Mw = 7.1 occurred in Mexico. Visual inspection reports following the earthquake indicated that 11% of high-risk structures and 35% of collapsed buildings were situated at block corners in Mexico City. This [...] Read more.
On 19 September 2017, an intraplate earthquake with a magnitude of Mw = 7.1 occurred in Mexico. Visual inspection reports following the earthquake indicated that 11% of high-risk structures and 35% of collapsed buildings were situated at block corners in Mexico City. This study analyzes the statistics on corner buildings damaged by the 2017 earthquake. Three numerical models of reinforced concrete buildings were developed, featuring four, six, and eight floors with a waffle flat slab floor system. The study focuses on collapsed corner buildings and examines their seismic responses using a series of real unscaled accelerograms from the 19 September 2017 earthquake recorded at seismic stations near these buildings. The nonlinear dynamic analysis showed that seismic demands are concentrated at the more flexible corners of buildings with plan stiffness irregularity, which may result in a collapse at drift ratios lower than those required for more regular structures, indicating low seismic resilience. The study analyzed the progression of seismic demands and damage to corner buildings throughout the 19 September 2017 earthquake, allowing for a numerical verification of the observed damages. Damage indices and the distribution of seismic demands on the buildings clearly correlated with the observed partial and total collapses during the earthquake. Full article
Show Figures

Figure 1

Review

Jump to: Research

20 pages, 3330 KiB  
Review
Life-Cycle Performance Modeling for Sustainable and Resilient Structures under Structural Degradation: A Systematic Review
by Ghazanfar Ali Anwar, Muhammad Zeshan Akber, Hafiz Asfandyar Ahmed, Mudasir Hussain, Mehmood Nawaz, Jehanzaib Anwar, Wai-Kit Chan and Hiu-Hung Lee
Buildings 2024, 14(10), 3053; https://doi.org/10.3390/buildings14103053 - 25 Sep 2024
Cited by 1 | Viewed by 2719
Abstract
The performance of structures degrades during their service life due to deterioration and extreme events, compromising the social development and economic growth of structure and infrastructure systems. Buildings and bridges play a vital role in the socioeconomic development of the built environment. Hence, [...] Read more.
The performance of structures degrades during their service life due to deterioration and extreme events, compromising the social development and economic growth of structure and infrastructure systems. Buildings and bridges play a vital role in the socioeconomic development of the built environment. Hence, it is essential to understand existing tools and methodologies to efficiently model the performance of these structures during their life cycle. In this context, this paper aims to explore the existing literature on the life-cycle performance modeling, assessment, enhancement, and decision making of buildings and bridge infrastructure systems under deterioration and extreme events for a sustainable and resilient built environment. The main objectives are to (1) systematically review the existing literature on life-cycle performance modeling of buildings and bridges based on the PRISMA methodology, (2) provide a bibliometric analysis of the systematically assessed journal articles, (3) perform an analysis of the included articles based on the identified components of life-cycle performance modeling, and (4) provide a discussion on the utilized tools, techniques, methodologies, and frameworks for buildings and bridge infrastructure systems in the life-cycle context. The provided systematic literature review and subsequent discussions could provide an overview to the reader regarding the individual components and existing methodologies of life-cycle performance management under deterioration and extreme events. Full article
Show Figures

Figure 1

Back to TopTop