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Advances in Earthquake Engineering and Seismic Resilience

A special issue of Applied Sciences (ISSN 2076-3417). This special issue belongs to the section "Civil Engineering".

Deadline for manuscript submissions: 20 May 2026 | Viewed by 421

Special Issue Editor


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Guest Editor
Institute of Structural Analysis and Antiseismic Research, School of Civil Engineering, National Technical University of Athens, Zografou Campus, GR-157 80 Athens, Greece
Interests: development of negative stiffness-based seismic base absorbers; development of stiff vertical vibration absorption configurations; optimal design of vibration control systems with multi-objective optimization algorithms; sensitivity analysis and robust optimization; investigation of soil–structure interaction and non-linear effects; analysis of onshore and offshore wind turbine towers with finite element models accounting fluid–structure interaction; experimental validation of negative stiffness-based base isolation systems

Special Issue Information

Dear Colleagues,

Earthquake engineering and seismic resilience focus on enhancing the ability of buildings and infrastructure to withstand and recover from seismic events, ensuring their critical social and economic functions. Modern structures must be designed with high resilience to earthquakes, reflecting a city’s overall disaster preparedness. Pre-earthquake resilience assessments play a crucial role in emergency planning and retrofitting strategies, emphasizing the need for resilience beyond conventional design codes. Seismic resilience, the ability to absorb, adapt to, and recover from earthquake-induced damage without catastrophic failure, is essential in structural design, maintenance, and post-event recovery. While mitigating structural damage under seismic conditions remains a challenge, advancements in materials, engineering methodologies, performance-based design, and computational tools offer promising solutions.

This Special Issue highlights recent progress in earthquake engineering and seismic resilience. We invite contributions on innovative engineering techniques, performance-based seismic design, and advanced structural solutions for earthquake-resistant infrastructure. This collection aims to engage academics, engineers, and industry professionals in the fields of construction and disaster mitigation. We encourage submissions of original research, reviews, and case studies addressing seismic resilience in both new and existing structures.

Topics of interest include the following:

  • Advanced composite materials for retrofitting;
  • Seismic load analysis of construction materials;
  • Damage detection and condition assessment;
  • Damage limitation design and sustainability;
  • Innovative seismic-resilient structural design;
  • Systems for damage minimization and recovery post-earthquake;
  • Integrated seismic retrofitting and strengthening techniques;
  • Novel resilient structural systems;
  • Performance-based seismic design;
  • Seismic hazard and risk mitigation;
  • Multi-level seismic performance of critical infrastructure;
  • Seismic resilience assessment;
  • Seismic safety and retrofit of existing structures;
  • Seismic vulnerability assessment;
  • Structural health monitoring.
  • Innovative vibration control devices (e.g., tuned mass dampers, negative stiffness devices, inerters, KDampers)

Dr. Konstantinos A. Kapasakalis
Guest Editor

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. Applied Sciences 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

  • seismic retrofitting
  • seismic-resilient design
  • performance-based design
  • risk mitigation
  • structural health monitoring
  • vibration control

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Published Papers (1 paper)

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Research

20 pages, 5839 KB  
Article
Impact of Near-Fault Seismic Inputs on Building Performance: A Case Study Informed by the 2023 Maras Earthquakes
by Mehdi Öztürk and Mehmet Ali Karan
Appl. Sci. 2025, 15(18), 10142; https://doi.org/10.3390/app151810142 - 17 Sep 2025
Viewed by 79
Abstract
This study investigates the seismic performance of existing reinforced concrete (RC) buildings, focusing on the influence of near-fault ground motions caused by proximity to fault lines. Compared to ordinary or far-fault earthquakes, near-fault earthquakes may have diverse effects on the response of buildings [...] Read more.
This study investigates the seismic performance of existing reinforced concrete (RC) buildings, focusing on the influence of near-fault ground motions caused by proximity to fault lines. Compared to ordinary or far-fault earthquakes, near-fault earthquakes may have diverse effects on the response of buildings resulting from directivity and intense velocity pulses, which significantly amplify seismic demands. For this purpose, nonlinear time history analyses were carried out on a seven-story RC residential building that was subjected to near-fault effects and sustained heavy damage during the Kahramanmaraş earthquakes on 6 February 2023. The analyses used both near-fault and far-fault ground motion records, and four structural models were developed by gradually reducing the number of shear wall elements to assess the impact of diminishing lateral-load-resisting capacity. The results revealed that near-fault ground motions led to significant increases in base shear, inter-story drift ratios, and structural damage levels. Furthermore, a reduction in shear wall content resulted in a noticeable decline in seismic performance. These findings underscore the necessity of accounting for near-fault effects in seismic design and the critical role of lateral stiffness. The study emphasizes that considering near-fault characteristics is essential for ensuring the seismic resilience of RC buildings located in active seismic zones. Full article
(This article belongs to the Special Issue Advances in Earthquake Engineering and Seismic Resilience)
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