Probability Analysis of a Composite Steel and Concrete Column Loaded by Fire-Reference-Cited by-同舟云学术

Probability Analysis of a Composite Steel and Concrete Column Loaded by Fire

Published:2015-06 Issue: Volume:769 Page:126-132
ISSN:1662-7482
Container-title:Applied Mechanics and Materials
language:
Short-container-title:AMM

Author:

Kralik Juraj¹,Klabnik Maros¹,Grmanova Alzbeta¹

Affiliation:

1. Slovak University of Technology in Bratislava

Abstract

Paper deals with the assessment of the fire safety of composite steel and concrete column as the selected structural element of 30 storey building. The effects of the fire are considered in accordance with the standard EN 1994-1-2. The probability of the column collapse is calculated. The deterministic and probability analysis of the fire resistance of the composite column is considered. The MC simulation is realized for 106 samples of the input data. The sensitivity analysis of the various input parameters shows the significant influence of the action effect and material uncertainties.

Publisher

Trans Tech Publications, Ltd.

Link

https://www.scientific.net/AMM.769.126.pdf

Reference6 articles.

1. D. Rosowsky, Structural Reliability, CRC Press LLC, London, (1999).

2. J. Kralik, Safety and Reliability of Nuclear Power Buildings in Slovakia. Earthquake-Impact-Explosion, STU, Bratislava, (2009).

3. M. Holicky, J. Markova, Principles of Design Building Structures, CKIAT, Praha, 2007 (in Czech).

4. A. Buchanan, Structural Design for Fire Safety, John Wiley and Sons Ltd, West Sussex, (2001).

5. M. Chladna, Fire Safety of Composite Structures, STU, Bratislava, 2005 (in Slovak).

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