Advanced Studies in Steel Structure

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

Deadline for manuscript submissions: 30 April 2026 | Viewed by 522

Special Issue Editors


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Guest Editor
Department of Continuous Medium Mechanics and Theory of Structures, Universitat Politècnica de València, 46022 Valencia, Spain
Interests: buckling; steel; class 1-4; imperfections; plasticity
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Guest Editor
Department of Continuous Medium Mechanics and Theory of Structures, Universitat Politècnica de València, 46022 Valencia, Spain
Interests: FRP; greenhouses; solar structures; structural analysis

E-Mail Website
Guest Editor
Department of Continuous Medium Mechanics and Theory of Structures, Universitat Politècnica de València, 46022 Valencia, Spain
Interests: structural analysis; structural materials; innovate materials; composites

Special Issue Information

Dear Colleagues,

Metal structures play a fundamental role in the construction of buildings and bridges, with steel being one of the most widely used materials due to its high strength-to-weight ratio. This advantage enables the design of slender structural systems, which, however, are more susceptible to stability-related challenges.

In the design of slender steel structures, both local and global buckling phenomena must be carefully considered. Buckling may occur through various modes, including axial compression, flexure, torsion, flexural–torsional interaction, lateral–torsional buckling in bending members, or combined axial and bending loading. Accurate modeling must incorporate equivalent geometric imperfections, residual stresses, and nonlinear geometric and material behavior.

Stability and resistance analyses can be conducted numerically—using finite element models based on solid, shell, or beam elements—or experimentally, including hybrid testing strategies that combine physical tests with numerical simulations to achieve more realistic and efficient assessments.

This Special Issue invites high-quality contributions addressing the behavior, design, and analysis of steel structures, with a focus on stability, safety, and advanced performance assessment. Topics of interest include, but are not limited to, the following:

  • Buckling and post-buckling behavior: axial, flexural, torsional, flexural–torsional, lateral–torsional, and combined loading;
  • Nonlinear geometric and material analysis;
  • Thin-walled and cold-formed steel structures;
  • Hot-rolled and welded sections;
  • Plate and shell structures;
  • Structural joints and connection behavior;
  • Seismic analysis and earthquake-resistant design;
  • Fire resistance and performance under elevated temperatures;
  • Experimental investigations and large-scale testing;
  • Hybrid testing methodologies (numerical–experimental integration);
  • Finite element modeling and advanced simulation techniques;
  • Structural reliability and probabilistic assessment;
  • Design optimization and code development;
  • State-of-the-art reviews and benchmark studies.

We welcome original research articles, review papers, and case studies that contribute to a deeper understanding of the mechanics, design, and safety of steel structures.

Prof. Dr. Antonio Agüero
Prof. Dr. Pedro Martin-Concepcion
Dr. Ana Almerich-Chulia
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 250 words) can be sent to the Editorial Office for assessment.

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

  • steel
  • buckling
  • class 1-4
  • fire resistance
  • hybrid testing

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Published Papers (1 paper)

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Research

15 pages, 1600 KB  
Article
Resistance of Steel Sections (Classes 1 to 4) Including Bimoment Effects
by Antonio Aguero, Robert Glauz, Ana Almerich-Chulia, Yvona Kolekova and Pedro Martin-Concepcion
Buildings 2025, 15(21), 3894; https://doi.org/10.3390/buildings15213894 - 28 Oct 2025
Viewed by 381
Abstract
This article investigates the structural resistance of thin-walled steel sections classified as Classes 1 to 4 under Eurocode 3. The study focuses on flexural capacity, and takes into consideration the effects of local buckling and the bimoment. Although Class 1 and 2 sections [...] Read more.
This article investigates the structural resistance of thin-walled steel sections classified as Classes 1 to 4 under Eurocode 3. The study focuses on flexural capacity, and takes into consideration the effects of local buckling and the bimoment. Although Class 1 and 2 sections can develop complete plastic resistance, Class 3 sections are limited to elastic behavior prior to local instability. For Class 4 sections, effective width methods are employed to account for the reduction in strength due to early local buckling. Based on Eurocode formulations, these approaches are extended to incorporate the influence of the bimoment, which is significant in thin-walled open sections under non-uniform torsion. A comparative analysis between analytical models and numerical simulations is presented, with an emphasis on how the bimoment alters stress distributions and reduces the effective widths of slender plates. The results underscore the necessity of including these effects in the structural design of thin-walled members, particularly for open profiles subjected to bending and warping. Full article
(This article belongs to the Special Issue Advanced Studies in Steel Structure)
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