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	Assessment Probability of Failure of a Structure Exposed toExtreme Loading Václavek, L. ; Marek, Pavel The subject of the paper is the probabilistic safety assessment ofa steel frame containing leaning columns and exposed to several variable loads including earthquake. The assessment is based onthe SBRA method. Detailed record
	Probabilistic method SBRA in question of multi-component loadeffects combination Pustka, D. ; Marek, Pavel The subject of the paper is to demonstrate the application of theprobabilistic method SBRA (Simulation-Based Reliability Assessment)in analysis of multi-component load effects. Detailed record
	Single-components load effects in reliability assessment accordingto Eurocode and SBRA Pustka, D. ; Marek, Pavel An example of simply supported beam with an overhang exposed tosingle-component load effects illustrates the application of SBRA(Simulation-Based Reliability Assessment) method in the frameworkof structural design. Detailed record
	Comments on the outline of the conference "Structural reliability" Marek, Pavel The paper refers to the presentation and discussion at the firstand second conference of the structural reliability. The authoremphasized the topics and problems related to the furtherdevelopment of SBRA method and to the approaching internationalEURO-SiBRAM´ colloquium in Prague. Detailed record
	Reliability analysis of statically indeterminate reinforcedconcrete frame by probabilistic method SBRA Pustka, D. ; Marek, Pavel The subject of the paper is a study on probabilistic reliabilityassessment of a reinforced concrete frame using SBRA (Simulation-Basedreliability Assessment) method. The direct Monte Carlo simulationtechnique is used as a tool in order to analyse the interaction ofall input random variables expressed by non-parametric boundedhistograms. Detailed record
	Lifetime Prediction of Steel Structure using SBRA Method Pustka, D. ; Marek, Pavel Proposed application of the SBRA (Simulation-Based ReliabilityAssessment) method demonstrates the durability analysis of steelbeam exposed to degradation due to corrosion. A combination offour time-dependent load effects represented by load duration curvesis considered. Detailed record
	Terrorist,s attack terminated the existence of the WTC in New York Marek, Pavel ; Bradáčová, I. The WTC building in New York was destroyed by terrorists.The load carrying system of the two towers is discussed andcollapse mechanism is indicated. Effects of fire are emphasized. Detailed record
	Determination of probability of failure Pf(t) with takingstructure inspection results into account Korouš, Jan ; Marek, Pavel Using the Simulation Based Reliability Method (SBRA), the paperdemonstrates the durability analysis of an axially loaded steelbar exposed to degradation due to corrosion. Using this a-prioriestimation of probability of failure, an inspection was plannedtaking into account the assigned target probability of failure Pd. Detailed record
	Development od the structural reliability assessment based on the SBRA Marek, Pavel ; Fischer, Ondřej This paper focuses on one of the probabilistic methods, SBRA. Using selected examples, the safety, serviceability and durability criteria in the life-time range of a structure are discussed by comparing the calculated probability of failure and the target probability specified in codes. Detailed record
	SBRA method vs.eurocode - reliability assessment of a steel structure Pustka, David ; Marek, Pavel The paper shortly explains the limitations of the partial factors Design concept , PFD, and on concrete example of a simple steel structure shows the differences between reliability assessment based on the PFD approach used in Eurocode and SBRA method. Detailed record

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