Fire Science and Safety of Building Structure

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

Deadline for manuscript submissions: 10 May 2026 | Viewed by 391

Special Issue Editors


E-Mail Website
Guest Editor
School of Highway, Chang'an University, Xi'an 710064, China
Interests: bridge engineering; fire resistance; steel bridge; prestressed polypropelyne concrete; nonlinear analysis; fire safety; fire science; structural evaluation
Special Issues, Collections and Topics in MDPI journals

E-Mail Website
Guest Editor
School of Civil Engineering and Architecture, Wuhan University of Technology, Wuhan 430072, China
Interests: fire; structural safety; steel beam; fire resistance
Special Issues, Collections and Topics in MDPI journals

E-Mail Website
Guest Editor
School of Civil Engineering, Shandong Jianzhu University, Jinan 250101, China
Interests: structural safety; fire resistance; prefabricated structures and building envelopes

Special Issue Information

Dear Colleagues,

Fire, as an extreme loading condition, presents a severe threat to the safety and durability of building structures. In particular, explosive fire can cause damage or failure in local components and may even lead to the collapse of the entire buildings and adjacent structures. Such events can result in casualties, substantial economic and property losses, and, in some cases, even the loss of life.

To ensure the safe performance of building structures throughout their  full life cycle0, it is essential to implement reliable and effective design strategies, construction practices, comprehensive protection techniques, and early warning and monitoring systems against extreme fire events. Therefore, the development of new structural systems, high-performance material, intelligent safety technologies, and innovative protective solutions in crucial to enhancing fire resistance.

This Special Issue focuses on the effects of extreme fire loading, as well as advancements in structural systems, materials, intelligent safety approaches, and innovative protective technologies, particularly in bridge structures and related buildings.

Prof. Dr. Gang Zhang
Prof. Dr. Huanting Zhou
Prof. Dr. Yuzhuo Wang
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 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

  • fire hazard
  • fire resistance
  • fire behavior
  • fire-induced structural collapse
  • thermal properties
  • pre-warning and monitoring
  • intelligent safety methods
  • fire protection
  • high-performance material
  • fire risk assessment

Benefits of Publishing in a Special Issue

  • Ease of navigation: Grouping papers by topic helps scholars navigate broad scope journals more efficiently.
  • Greater discoverability: Special Issues support the reach and impact of scientific research. Articles in Special Issues are more discoverable and cited more frequently.
  • Expansion of research network: Special Issues facilitate connections among authors, fostering scientific collaborations.
  • External promotion: Articles in Special Issues are often promoted through the journal's social media, increasing their visibility.
  • Reprint: MDPI Books provides the opportunity to republish successful Special Issues in book format, both online and in print.

Further information on MDPI's Special Issue policies can be found here.

Published Papers (1 paper)

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

Research

32 pages, 6938 KB  
Article
Modeling the Fire Response of Reactive Powder Concrete Columns with Due Consideration of Transient Thermal Strain
by Qin Rong, Zeyu Chang, Zhihao Lyu and Xiaomeng Hou
Buildings 2025, 15(18), 3287; https://doi.org/10.3390/buildings15183287 - 11 Sep 2025
Viewed by 280
Abstract
Transient thermal strain (TS) is a unique compressive strain that reactive powder concrete (RPC) experiences during temperature rise. RPC has a more rapid TS development than normal concrete (NC) during temperatures of 300 °C~800 °C, and under the same load level, the TS [...] Read more.
Transient thermal strain (TS) is a unique compressive strain that reactive powder concrete (RPC) experiences during temperature rise. RPC has a more rapid TS development than normal concrete (NC) during temperatures of 300 °C~800 °C, and under the same load level, the TS of RPC is 40% to 60% higher than that of NC. However, while TS is known to be significant in RPC, its quantitative influence on the structural fire response and ultimate fire resistance of RPC columns remains insufficiently understood and inadequately modeled, posing a potential risk to fire safety design. In this study, a method for modelling the fire response of RPC columns with due consideration to TS was developed using ABAQUS. The Drucker–Prager model was applied to assess the impact of TS on the fire resistance of RPC columns. The results indicate that ignoring the effect of TS could lead to unsafe fire resistance predictions for RPC columns. The influence of TS on the fire resistance performance of RPC columns increases with the increase in cross-sectional dimensions. When the cross-sectional dimension of RPC columns increases from 305 mm to 500 mm, the influence of TS on the fire resistance of RPC columns increases from 22% to 43%. Under the same load, the influence of TS on the fire resistance of RPC columns is 31.3%, which is greater than that on NC columns. When the hydrocarbon heating curve is used, if the influence of TS is not considered, the fire resistance will be overestimated by 18.2% and 37.7%. Under fire, the existence of TS will lead to a further increase in the compressive stress of the RPC element in the relatively low temperature region, resulting in a greater stress redistribution, and accelerating the RPC column to reach the fire resistance. Therefore, it is crucial to clearly consider TS for the accurate fire resistance prediction and safe fire protection design of RPC columns. Crucially, these findings have direct significance for the fire protection design of actual projects, such as liquefied petroleum stations. Full article
(This article belongs to the Special Issue Fire Science and Safety of Building Structure)
Show Figures

Figure 1

Back to TopTop