Permanent and live load model for probabilistic structural fire analysis : a review

Probabilistic analysis is receiving increased attention from fire engineers, assessment bodies and researchers. It is however often unclear which probabilistic models are appropriate for the analysis. For example, in probabilistic structural fire engineering, the models used to describe the permanent and live load differ widely between studies. Through a literature review, it is observed that these diverging load models largely relate to the same underlying datasets and basic methodologies, while differences can be attributed (largely) to specific assumptions in different background papers which have become consolidated through repeated use in application studies by different researchers. Taking into account the uncovered background information, consolidated probabilistic load models are proposed.

[1]  Ross B. Corotis,et al.  Statistical Analysis of Live Load in Column Design , 1972 .

[2]  Ann E. Jeffers,et al.  Finite-Element Reliability Analysis of Structures Subjected to Fire , 2015 .

[3]  C. Allin Cornell,et al.  Live Load Effects in Office Buildings , 1974 .

[4]  Bruce R. Ellingwood Load Combination Requirements for Fire-resistant Structural Design , 2005 .

[5]  Thomas Gernay,et al.  Efficient uncertainty quantification method applied to structural fire engineering computations , 2019, Engineering Structures.

[6]  Robby Caspeele,et al.  The meaning of Beta: background and applicability of the target reliability index for normal conditions to structural fire engineering , 2017 .

[7]  Theodore V. Galambos,et al.  Load and Resistance Factor Design for Steel , 1978 .

[8]  Shaun Devaney,et al.  Development of software for reliability based design of steel framed structures in fire , 2015 .

[9]  Ann E. Jeffers,et al.  Probabilistic Evaluation of Structural Fire Resistance , 2013 .

[10]  Rajesh P. Dhakal,et al.  Severity Measures and Stripe Analysis for Probabilistic Structural Fire Engineering , 2018, Fire Technology.

[11]  C. Allin Cornell,et al.  Spatial and Temporal Variability of Live Loads , 1973 .

[12]  Philip L. Chalk,et al.  Probability Model for Design Live Loads , 1980 .

[13]  Milan Holicky,et al.  Modelling of a Structure under Permanent and Fire Design Situation , 2001 .

[14]  Ronald S. Harichandran,et al.  Capacity Reduction and Fire Load Factors for Design of Steel Members Exposed to Fire , 2010 .

[15]  Luke Bisby,et al.  A Review of Sociological Issues in Fire Safety Regulation , 2016, Fire Technology.

[16]  Bruce R. Ellingwood,et al.  Analysis of Live Loads in Office Buildings , 1977 .

[17]  Robby Caspeele,et al.  Reliability-based evaluation of the inherent safety presumptions in common fire safety design , 2014 .

[18]  Lynn Pocock-Williams,et al.  A Certain Uncertainty , 2017 .

[19]  Luke Bisby,et al.  The Need for Hierarchies of Acceptance Criteria for Probabilistic Risk Assessments in Fire Engineering , 2018, Fire Technology.

[20]  Thomas Gernay,et al.  Probabilistic Models for Temperature-Dependent Strength of Steel and Concrete , 2020 .