Performance Analysis and Assessment of Structures under Multi-Hazards
A special issue of Buildings (ISSN 2075-5309). This special issue belongs to the section "Building Structures".
Deadline for manuscript submissions: closed (29 February 2024) | Viewed by 804
Special Issue Editors
Interests: steel structures; steel-concrete composite structure; progressive collapse; dynamic impact analysis; seismic analysis
Interests: fire engineering; high performance concrete; steel-concrete composite structures; modular construction; artificial intelligence; codification
Interests: impact resistance of structure; composite structure; energy dissipation device; FEA; protective structure
Special Issues, Collections and Topics in MDPI journals
Interests: progressive collapse; steel and composite structures; impact engineering; fire engineering; ductile fracture of steel material
Special Issue Information
Dear Colleagues,
The frequency of natural disasters and the rise in global terrorist incidents underscore the urgency of enhancing the safety of building structures and critical infrastructure across their lifecycle. These entities now confront multifaceted challenges posed by a spectrum of hazards, encompassing earthquakes, explosions, fires, impacts, and more. Structures subjected to unforeseen loads often experience progressive or disproportionate collapse, characterized by the nature of "low probability, high consequence", leading to significant societal impacts. As socioeconomic progress continues, structural design has evolved from a single, overarching goal of "ensuring life safety" to specific, multifaceted performance objectives. This shift highlights the pressing need to ensure the comprehensive defensive performance of building structures under the threat of multiple hazards.
The aim of this Special Issue is to collect results and to promote discussion and developments from recent research pertaining to the performance analysis, assessment, design, and reinforcement of structures subjected to multiple hazards. This encompasses analyses for structures' resistance against progressive collapse, seismic events, fire incidents, impact scenarios, as well as enhancements in the performance of both new and existing structures. Please feel free to contact us if you require further clarifications regarding this Special Issue.
Dr. Bao Meng
Dr. Shan Li
Dr. Xiang Zhu
Dr. Deyang Kong
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
- steel/steel–concrete structures
- progressive/disproportionate collapse
- fire resistance analysis
- seismic analysis
- multi-hazard performance assessment
- strengthening of new or existing structures