Innovative Solutions for Enhancing Seismic Resilience of Buildings

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

Deadline for manuscript submissions: 20 January 2025 | Viewed by 464

Special Issue Editors


E-Mail Website
Guest Editor
Department of Civil Engineering, The University of Texas at Arlington, Arlington, TX 76019, USA
Interests: seismic resilience; infrastructure resilience; structural control; finite element analysis; structural engineering

E-Mail Website
Guest Editor
Civil Engineering Department, Toronto Metropolitan University, 350 Victoria St.—YNG-900, Toronto, ON M5B 2K3, Canada
Interests: experimental study on full scale steel and concrete specimens; finite element methods (FEM); nonlinear analysis of structures; passive metallic damper; steel plate shear wall

Special Issue Information

Dear Colleagues,

Earthquakes can have devastating effects on both the environment and infrastructure. Despite the history of destructive earthquakes, many countries still rely on outdated and traditional construction techniques for their buildings, leaving them susceptible to significant structural damage, collapses, and disruption of services in an earthquake event. This vulnerability can lead to loss of life, significant economic losses, and interrupting emergency response efforts. To mitigate these adverse impacts, transitioning from traditional construction methods to more advanced technologies and alternatives is essential. One such strategy is developing innovative solutions that enhance the seismic resilience of buildings against extreme events, like severe earthquakes. This will help to minimize the detrimental effects of earthquakes, control damage, avoid structural collapse, and preserve human life. This Special Issue focuses on innovative seismic solutions with a low-damage concept. We welcome papers on topics including, but not limited to, the following:

  • Low-damage systems;
  • Passive, active, and semi-active control methods;
  • Self-centering systems;
  • Rocking systems;
  • Innovative dampers.

Dr. Himan Hojat Jalali
Dr. Arman Mamazizi
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

  • structural resilience damage control
  • damper
  • rocking mechanism
  • low-damage system
  • repairable seismic system
  • self-centering seismic system

Published Papers (1 paper)

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

Review

16 pages, 2561 KiB  
Review
The Seismic Evaluation of Existing Buildings for Energy Renovation—A Case Study for the Residential Building Stock in Bucharest (Romania)
by Florin Pavel and George Nica
Buildings 2024, 14(6), 1742; https://doi.org/10.3390/buildings14061742 - 10 Jun 2024
Viewed by 303
Abstract
This study focuses on an overview of two programs applied to the residential building stock of Bucharest (Romania), namely, the seismic strengthening program and the thermal rehabilitation program. The methodology for seismic risk assessment given in the current generation of Romanian codes, as [...] Read more.
This study focuses on an overview of two programs applied to the residential building stock of Bucharest (Romania), namely, the seismic strengthening program and the thermal rehabilitation program. The methodology for seismic risk assessment given in the current generation of Romanian codes, as well as in previous regulations, is examined. A brief review of other seismic risk assessment methodologies currently applied in various seismically prone countries is also presented. Examples of high-rise buildings in Bucharest that suffered significant damage during the Vrancea 1977 earthquake and that were thermally rehabilitated without any strengthening works are shown in this paper. The consistent differences between the current outcomes of the two programs are presented and discussed. Finally, this review paper highlights the lack of coherence in terms of seismic risk assessments for the same class of buildings, inducing, in some situations, a false feeling of safety in the building inhabitants. In addition, a combined procedure for both seismic strengthening and thermal rehabilitation is mandatory, considering the seismicity of Romania, as well as ongoing climate change. Full article
(This article belongs to the Special Issue Innovative Solutions for Enhancing Seismic Resilience of Buildings)
Show Figures

Figure 1

Back to TopTop