Please use this identifier to cite or link to this item: https://hdl.handle.net/10356/88637
Title: Computationally efficient estimation of the probability density function for the load bearing capacity of concrete columns exposed to fire
Authors: Van Coile, Ruben
Balomenos, Georgios P.
Pandey, Mahesh D.
Caspeele, Robby
Criel, Pieterjan
Wang, Lijie
Alfred, Strauss
Keywords: Concrete Column
Fire
Issue Date: 2016
Source: Van Coile, R., Balomenos, G. P., Pandey, M. D., Caspeele, R., Criel, P., Wang, L., et al. (2016). Computationally efficient estimation of the probability density function for the load bearing capacity of concrete columns exposed to fire, 2016 International Symposium of the International Association for Life-Cycle Civil Engineering, Delft, The Netherlands, 16-19 October 2016.
Abstract: Concrete columns are critical for the stability of structures in case of fire. In order to allow for a true Perfor-mance Based Design, the design should be based on considerations of risk and reliability. Consequently, the probability density function (PDF) which describes the load-bearing capacity of concrete columns during fire exposure has to be assessed. As second order effects can be very significant for columns, traditional probabil-istic methods to determine the PDF become very computationally expensive. More precisely, for most current numerical calculation tools (e.g. Finite Element), the computational requirements are so high that traditional Monte Carlo simulations become infeasible for any practical application. In order to tackle this, a computa-tionally very efficient method is presented and applied in this paper. The method combines the Maximum En-tropy Principle together with the Multiplicative Dimensional Reduction Method, and Gaussian Interpolation, resulting in an estimation of the full PDF requiring only a very limited number of numerical calculations. Alt-hough the result is necessarily an approximation, it gives very good assessment of the PDF and it is a signifi-cant step forward towards true risk- and reliability-based structural fire safety.
URI: https://hdl.handle.net/10356/88637
http://hdl.handle.net/10220/44709
Rights: © 2016 IALCCE. This is the author created version of a work that has been peer reviewed and accepted for presentation in 2016 International Symposium of the International Association for Life-Cycle Civil Engineering, by IALCCE. It incorporates referee’s comments but changes resulting from the publishing process, such as copyediting, structural formatting, may not be reflected in this document. The published version is available at: [https://biblio.ugent.be/publication/8130731].
Fulltext Permission: open
Fulltext Availability: With Fulltext
Appears in Collections:CEE Conference Papers

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