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Sustainable Seismic Engineering: Materials, Methods, and Multidisciplinary Approaches

A special issue of Sustainability (ISSN 2071-1050). This special issue belongs to the section "Sustainable Engineering and Science".

Deadline for manuscript submissions: closed (15 March 2024) | Viewed by 1133

Special Issue Editors


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Guest Editor
Department of Building Structures and Geotechnical Engineering, University of Seville, 41002 Seville, Spain
Interests: seismic hazard; sustainability; seismic vulnerability; retrofitting; seismic zoning; signal processing; earthquake prediction; soil-structure interaction; dynamic analysis; historical seismicity; heritage
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Guest Editor
Department of Mechanical Engineering and Industrial Design, Higher School of Engineering, Puerto Real, 11519 Cadiz, Spain
Interests: seismic engineering; seismic vulnerability; soil-structure interaction; numerical modelling; heritage; performance-based assessment; dynamic analysis; retrofitting; buildings

Special Issue Information

Dear Colleagues,

Earthquakes represent an unpredictable phenomenon that causes major destruction. Most buildings in the world have been constructed with old seismic codes and less demanding energy requirements. Therefore, to achieve the United Nations' aim to make cities resilient and sustainable, major action must be taken. Moreover, the recent EU-Next Generation fund has emphasized the importance of conducting energy rehabilitation activities. Consequently, a new field has emerged in recent years in seismic engineering that combines seismic engineering with sustainability. This Special Issue aims to explore the connection between sustainability and seismic engineering.

In this Special Issue, original research articles and reviews are welcome. Research areas may include (but are not limited to) the following:

  • The use of recyclable material in seismic engineering;
  • Resilient materials for seismic engineering;
  • Innovative computational methods;
  • Geographical information systems;
  • Renewable materials for seismic engineering;
  • Seismic and energy retrofitting;
  • Environmental impact;
  • Lifecycle sustainability assessment;
  • Multidisciplinary approaches to seismic engineering;
  • Mixed seismic systems;
  • Sustainable seismic design;
  • Urban planning for sustainable seismic design;
  • Integrated solutions for seismic and energy retrofitting;
  • Seismo-energetic performance;
  • Optimal design for seismic and energy improvement
  • Decision-making for seismic resilience and sustainability;
  • Seismic and energy renovation measures for sustainable cities.

We look forward to receiving your contributions.

Prof. Dr. Antonio Morales Esteban
Prof. Dr. María Victoria Requena García de la Cruz
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. Sustainability 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 2400 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

  • sustainability
  • numerical methods
  • machine learning
  • risk communication
  • prevention
  • mitigation
  • urban planning
  • recyclable materials
  • environmental impact
  • multidisciplinary approach
  • retrofitting
  • seismic vulnerability

Published Papers (1 paper)

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Research

28 pages, 7467 KiB  
Article
Dynamic Analysis of the Almagrera Tailings Dam with Dry Closure Condition
by Antonio Morales-Esteban, José Luis de Justo Alpañés, Pablo Castillo and Muhammet Karabulut
Sustainability 2024, 16(4), 1607; https://doi.org/10.3390/su16041607 - 15 Feb 2024
Viewed by 818
Abstract
In light of growing concerns over sustainability, particularly in the wake of environmental disasters like the Aznalcollar dam break, the Spanish authorities have heightened their awareness of issues surrounding ore tailings management. The main aim of this paper is to study the dynamic [...] Read more.
In light of growing concerns over sustainability, particularly in the wake of environmental disasters like the Aznalcollar dam break, the Spanish authorities have heightened their awareness of issues surrounding ore tailings management. The main aim of this paper is to study the dynamic behavior for the dry closure of the Almagrera dam under the action of an earthquake. This study was carried out with the Plaxis 2D v9.02 program, which uses the finite element (FE) method. The dynamic analysis of the dam was interpreted in terms of deformations, displacements and principal stresses. The construction of the Uniform Seismic Hazard Acceleration Response Spectrum (USHARS) and the selection of real accelerograms for the time-history dynamic calculations is a noted feature of this research. Numerical analyses show that the dam is safe enough because a failure surface has not been formed, although several plastic zones may appear in the dam. The FE study of deformations display that the tailings may attain large deformations, displacements and failure, although this does not jeopardize the safety of the dam where the displacements are smaller than 3 mm. Neither the tailings nor the dam are expected to suffer liquefaction. It was determined that the 0.09 g threshold value is not exceeded in the acceleration-time graphs on the old reservoir field surface, which is the most critical situation. Full article
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