Cost-optimization based target reliabilities for design of structures exposed to fire

Adequacy of structural fire design in uncommon structures is conceptually ensured through cost-benefit analysis where the future costs are balanced against the benefits of safety investment. Cost-benefit analyses, however, are complicated and computationally challenging, and hence impractical for ap...

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Main Authors: Ranjit Kumar Chaudhary, Thomas Gernay, Ruben Van Coile
Format: Article
Language:English
Published: Elsevier 2024-06-01
Series:Resilient Cities and Structures
Subjects:
Online Access:http://www.sciencedirect.com/science/article/pii/S2772741624000073
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author Ranjit Kumar Chaudhary
Thomas Gernay
Ruben Van Coile
author_facet Ranjit Kumar Chaudhary
Thomas Gernay
Ruben Van Coile
author_sort Ranjit Kumar Chaudhary
collection DOAJ
description Adequacy of structural fire design in uncommon structures is conceptually ensured through cost-benefit analysis where the future costs are balanced against the benefits of safety investment. Cost-benefit analyses, however, are complicated and computationally challenging, and hence impractical for application to individual projects. To address this issue, design guidance proposes target reliability indices for normal design conditions, but no target reliability indices are defined for structural fire design. We revisit the background of the cost-optimization based approach underlying normal design target reliability indices then we extend this approach for the case of fire design of structures. We also propose a modified objective function for cost-optimization which simplifies the evaluation of target reliability indices and reduces the number of assumptions. The optimum safety level is expressed as a function of a new dimensionless variable named “Damage-to-investment indicator” (DII). The cost optimization approach is validated for the target reliability indices for normal design condition. The method is then applied for evaluating DII and the associated optimum reliability indices for fire-exposed structures. Two case studies are presented: (i) a one-way loaded reinforced concrete slab and (ii) a steel column under axial loading. This study thus provides a framework for deriving optimum (target) reliability index for structural fire design which can support the development of rational provisions in codes and standards.
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spelling doaj.art-1536ae3a13634da58cb4358e105fd20f2024-04-03T04:27:38ZengElsevierResilient Cities and Structures2772-74162024-06-01322033Cost-optimization based target reliabilities for design of structures exposed to fireRanjit Kumar Chaudhary0Thomas Gernay1Ruben Van Coile2Department of Structural Engineering and Building Materials, Ghent University, 9000 Ghent, Belgium; Corresponding author.Department of Civil Engineering, Johns Hopkins University, Baltimore, MD 21218, United StatesDepartment of Structural Engineering and Building Materials, Ghent University, 9000 Ghent, BelgiumAdequacy of structural fire design in uncommon structures is conceptually ensured through cost-benefit analysis where the future costs are balanced against the benefits of safety investment. Cost-benefit analyses, however, are complicated and computationally challenging, and hence impractical for application to individual projects. To address this issue, design guidance proposes target reliability indices for normal design conditions, but no target reliability indices are defined for structural fire design. We revisit the background of the cost-optimization based approach underlying normal design target reliability indices then we extend this approach for the case of fire design of structures. We also propose a modified objective function for cost-optimization which simplifies the evaluation of target reliability indices and reduces the number of assumptions. The optimum safety level is expressed as a function of a new dimensionless variable named “Damage-to-investment indicator” (DII). The cost optimization approach is validated for the target reliability indices for normal design condition. The method is then applied for evaluating DII and the associated optimum reliability indices for fire-exposed structures. Two case studies are presented: (i) a one-way loaded reinforced concrete slab and (ii) a steel column under axial loading. This study thus provides a framework for deriving optimum (target) reliability index for structural fire design which can support the development of rational provisions in codes and standards.http://www.sciencedirect.com/science/article/pii/S2772741624000073Target reliabilityCost optimizationLife-cycle costStructural fire engineeringDesign code
spellingShingle Ranjit Kumar Chaudhary
Thomas Gernay
Ruben Van Coile
Cost-optimization based target reliabilities for design of structures exposed to fire
Resilient Cities and Structures
Target reliability
Cost optimization
Life-cycle cost
Structural fire engineering
Design code
title Cost-optimization based target reliabilities for design of structures exposed to fire
title_full Cost-optimization based target reliabilities for design of structures exposed to fire
title_fullStr Cost-optimization based target reliabilities for design of structures exposed to fire
title_full_unstemmed Cost-optimization based target reliabilities for design of structures exposed to fire
title_short Cost-optimization based target reliabilities for design of structures exposed to fire
title_sort cost optimization based target reliabilities for design of structures exposed to fire
topic Target reliability
Cost optimization
Life-cycle cost
Structural fire engineering
Design code
url http://www.sciencedirect.com/science/article/pii/S2772741624000073
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