Building Safety Assessment and Structural Analysis

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

Deadline for manuscript submissions: 31 January 2025 | Viewed by 168

Special Issue Editors


E-Mail Website
Guest Editor
College of Civil Engineering, Zhejiang University of Technology, Hangzhou 310023, China
Interests: concrete; cold-formed steel; composite structures
Special Issues, Collections and Topics in MDPI journals

E-Mail Website
Guest Editor
College of Civil Engineering, Zhejiang University of Technology, Hangzhou 310023, China
Interests: cold-formed steel; buckling behavior; ultimate failure load; numerical simulation; design method
Special Issues, Collections and Topics in MDPI journals

E-Mail Website
Guest Editor
College of Civil Engineering, Zhejiang University of Technology, Hangzhou 310023, China
Interests: concrete structures; quasi-brittle fracture; fatigue; size effect; boundary effect

E-Mail Website
Guest Editor
College of Civil Engineering, Zhejiang University of Technology, Hangzhou 310023, China
Interests: confined concrete; size effect; flexural analysis; reinforced concrete beam

Special Issue Information

Dear Colleagues,

Reinforced concrete or steel structures have been widely applied to high-rise buildings, stadiums, and bridges due to their robust characteristics. In order to enhance the safety and resilience of such buildings under the action of earthquake, wind loading, fire hazards, etc., this Special Issue, entitled “Building Safety Assessment and Structural Analysis”, aims to develop advanced numerical methods, analytical models, and experimental techniques for the assessment of corresponding joints, members, and structures. New research articles, case studies, and reviews related to novel design approaches of steel, concrete, and composite steel–concrete structures are welcome.

Topics may include, but are not limited to, the following aspects:

  • High-performance structural system;
  • Flexural analysis of concrete members;
  • Buckling behaviour of steel structures;
  • Seismic design;
  • Wind loading effects;
  • Fire resistance;
  • Machine learning based evaluation;
  • Design theory and method;
  • Numerical simulations.

Prof. Dr. Weibin Yuan
Dr. Nanting Yu
Dr. Xiaofeng Gao
Dr. Xinkai Hao
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 monthly 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

  • reinforced concrete structures
  • high-rise building
  • wind loading effect
  • seismic resilience
  • machine learning
  • fatigue
  • buckling
  • fluid–structure interaction
  • finite element analysis
  • case study

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Published Papers

This special issue is now open for submission.
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