Innovative Approaches for Seismic Performance Analysis and Design in Building Structures

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

Deadline for manuscript submissions: 30 June 2026 | Viewed by 1756

Special Issue Editors


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Guest Editor
Department of Construction Engineering, École de Technologie Supérieure, Montreal, QC H3C 1K3, Canada
Interests: earthquake engineering; structural analysis and design; seismic protection systems; rehabilitation of structures; reliability of structures; bridge engineering
Special Issues, Collections and Topics in MDPI journals

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Guest Editor
School of Resources and Safety Engineering, University of Science and Technology Beijing, Beijing 100083, China
Interests: modular building; seismic design; seismic isolation system; safety of urban infrastructure

Special Issue Information

Dear Colleagues,

Earthquakes can cause significant damage to buildings and infrastructures, ranging from minor cracks to complete structural collapse. Seismic analysis and design have long been fundamental aspects of structural engineering in earthquake-prone regions, and enable the mitigation of seismic risk in buildings. They have progressed significantly in recent decades, driven by field experience and advancements in technology, materials, and design philosophies, and have been gradually incorporated into design codes.

Innovative approaches to seismic analysis and design are reshaping how buildings are designed and/or renovated to cope with seismic effects. These approaches incorporate new structural systems, advanced materials, non-traditional protective and damping systems, innovative computational modeling, and novel design philosophies that outperform traditional static and dynamic analysis techniques. This Special Issue aims to compile original and review articles that explore innovations in the seismic design and analysis of buildings. The scope of this Special Issue includes, but is not limited to, the following topics:

  • Advanced structural modelling and analysis;
  • Innovative seismic design approaches;
  • Innovative seismic rehabilitation methods;
  • Performance-based, displacement-based, and probabilistic approaches;
  • Innovative materials and structural systems;
  • Collapse prevention in extreme earthquakes;
  • Modular construction of buildings;
  • Innovative seismic protection systems (i.e. seismic-base isolation, dampers);
  • Artificial Intelligence (AI)-driven structural design and optimisation;
  • Real-time tracking and Structural Health Monitoring (SHM).

Prof. Dr. Lotfi Guizani
Dr. Sheng Li
Guest Editors

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Keywords

  • buildings structures
  • seismic design and analysis
  • seismic performance
  • innovative materials
  • base isolation and dampers
  • modular construction
  • probabilistic seismic analysis
  • seismic rehabilitation
  • structural health monitoring
  • artificial intelligence-driven tools

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Published Papers (2 papers)

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Research

20 pages, 3307 KB  
Article
Issues Concerning the Seismic Design of Essential Mid-Rise MRF Buildings Exhibiting Linear Behavior
by José A. Rodríguez, Sonia E. Ruiz and Francisco J. Armenta
Buildings 2026, 16(9), 1700; https://doi.org/10.3390/buildings16091700 - 26 Apr 2026
Viewed by 203
Abstract
This study evaluates the seismic performance and life-cycle economic implications of designing essential urban mid-rise reinforced concrete moment-resistant frame (MRF) buildings to maintain linear elastic behavior up to the Immediate Occupancy (IO) performance level. While most urban buildings are commonly designed to respond [...] Read more.
This study evaluates the seismic performance and life-cycle economic implications of designing essential urban mid-rise reinforced concrete moment-resistant frame (MRF) buildings to maintain linear elastic behavior up to the Immediate Occupancy (IO) performance level. While most urban buildings are commonly designed to respond non-linearly in order to reduce initial construction costs, the current Mexico City Building Code (MCBC) permits that essential facilities, such as hospitals and schools, maintain linear behavior during moderate-to-strong earthquakes. This code establishes a maximum story drift ratio equal to 0.0075 for essential buildings constituted by MRF subjected to seismic events with a 250-year recurrence interval; in addition, it recommends ductile structural behavior to achieve Life Safety performance at a 450-year recurrence interval. Given the significant differences in occupancy, functionality, and contents of critical facilities, here it is analyzed whether the linear elastic design criterion is efficient for both secondary care hospitals and public schools. Two three-story and five-story MRF buildings, located on firm and transition soil, respectively, are analyzed. This study addresses the probability of brittle-type failure risk, the optimal allowable story drift at the IO performance level, the potential need for use-dependent drift limits, and the contribution of contents and nonstructural components to the total expected seismic losses. The seismic risk and economic performance are quantified through seismic hazard analysis, incremental dynamic analysis, fragility modeling, Monte Carlo simulation, and life-cycle cost evaluation. Full article
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14 pages, 3975 KB  
Article
Seismic Performance and Buckling Length Calculation Method of Concrete-Filled Steel Tube Columns
by Yulong Zhou, Haifang He, Shu Cao, Tong Zhu, Zhixuan Fei, Min Wu and Xiang Tian
Buildings 2025, 15(21), 4007; https://doi.org/10.3390/buildings15214007 - 6 Nov 2025
Viewed by 655
Abstract
This study establishes a refined numerical model of circular concrete-filled steel tube (CFST) columns using finite element software, and its effectiveness was verified through simulation of low-cycle reciprocating load tests. Based on this, a systematic analysis was conducted to investigate the effects of [...] Read more.
This study establishes a refined numerical model of circular concrete-filled steel tube (CFST) columns using finite element software, and its effectiveness was verified through simulation of low-cycle reciprocating load tests. Based on this, a systematic analysis was conducted to investigate the effects of three key parameters—axial compression ratio (0.1–0.3), slenderness ratio (22.2–46.8), and confinement coefficient (0.65–1.56)—on the seismic performance of CFST columns, including failure modes, hysteretic behavior, skeleton curves, ductility, and energy dissipation capacity. The local buckling behavior was also studied. The results indicate that increasing the axial compression ratio slightly enhances the bearing capacity but reduces ductility, increasing the slenderness ratio significantly reduces the bearing capacity but improves ductility, and increasing the confinement coefficient substantially improves the bearing capacity, ductility, and energy dissipation capacity simultaneously. Based on the parametric analysis, the existing calculation formula for the local buckling length of circular CFST columns was modified. The average error between the predicted and simulated values is only 10%, demonstrating high engineering applicability. This research provides a theoretical basis and a practical calculation method for the seismic design and performance evaluation of CFST building and bridge columns. Full article
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