Risk-based optimum design of a device to simultaneously protect building columns against accidental impact, fire and progressive slab collapse

IF 5.6 1区 工程技术 Q1 ENGINEERING, CIVIL Engineering Structures Pub Date : 2025-03-07 DOI:10.1016/j.engstruct.2025.119983
Luiz Eduardo Gonçalves de Mattos, José Caio Couto Bezerra Carneiro, André Teófilo Beck
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Abstract

Recent studies on risk-based cost–benefit analysis of progressive collapse mitigation have shown that protection and strengthening measures should be effective and of limited cost, such that these measures have a net effect in reducing total expected costs, under low probability hazards. This sparked the idea of a device which could simultaneously protect building columns against fire and vehicular impact, and which could absorb the energy of collapsing slabs. This manuscript presents the proof-of-concept for such a device. The immediate target application is flat slab parking garages: flat slab buildings are particularly vulnerable to column loss events, and parking garages are exposed to significant fire and vehicular impact threats. The proposed device consists of cellular structures, known for their energy absorption and thermal insulation properties. Moreover, recent studies have shown that hazard probabilities play a major role in the optimal risk-based design for progressive collapse mitigation. Hence, the fire and vehicular impact hazard probabilities are treated as independent parameters in the analysis. Results show how the optimal protective device design changes with respect to such hazard probabilities. Results show the potential and effectiveness of the proposed device, while revealing new facets of structural system behavior under collapse propagation.
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来源期刊
Engineering Structures
Engineering Structures 工程技术-工程:土木
CiteScore
10.20
自引率
14.50%
发文量
1385
审稿时长
67 days
期刊介绍: Engineering Structures provides a forum for a broad blend of scientific and technical papers to reflect the evolving needs of the structural engineering and structural mechanics communities. Particularly welcome are contributions dealing with applications of structural engineering and mechanics principles in all areas of technology. The journal aspires to a broad and integrated coverage of the effects of dynamic loadings and of the modelling techniques whereby the structural response to these loadings may be computed. The scope of Engineering Structures encompasses, but is not restricted to, the following areas: infrastructure engineering; earthquake engineering; structure-fluid-soil interaction; wind engineering; fire engineering; blast engineering; structural reliability/stability; life assessment/integrity; structural health monitoring; multi-hazard engineering; structural dynamics; optimization; expert systems; experimental modelling; performance-based design; multiscale analysis; value engineering. Topics of interest include: tall buildings; innovative structures; environmentally responsive structures; bridges; stadiums; commercial and public buildings; transmission towers; television and telecommunication masts; foldable structures; cooling towers; plates and shells; suspension structures; protective structures; smart structures; nuclear reactors; dams; pressure vessels; pipelines; tunnels. Engineering Structures also publishes review articles, short communications and discussions, book reviews, and a diary on international events related to any aspect of structural engineering.
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