National Repository of Grey Literature 20 records found  previous11 - 20  jump to record: Search took 0.01 seconds. 
Perfonmance based design of concrete structures
Pustka, D. ; Marek, Pavel
The potential of new fully probabilistic methods and powerful computers makes assumptions for application of performance-based reliability assessment of structures.Such approach allows to design more effective structures and decrease its costs
SBRA method and the development of its application
Půstka, D. ; Marek, Pavel
Tento příspěvek obrací pozornost na potenci l metody SBRA, zvláště u ocelových konstrucí. Plně pravděpodobnostní řešení daného problému je tu ukázáno na dvou příkladech. Na ocelovém nosníku ovlivněném korozí a na akumulaci poškození únavou na ocelových podpěrách namáhaných větrem. 295 This paper turns attention to the potential of the simulation based reliability assessment method SBRA, considering especially the durability assessment of steel structures. A fully probabilistic approach is demonstrated using two examples. A steel component is exposed to time dependent effects of corrosion and assessment of the accumulation fatigue damage.
Reliability assessment of structures exposed to dynamic load efects by SBRA method
Marek, Pavel ; Pustka, D.
The safety, serviceability and durability of structures exposed to dynamic response to the loading can be assessed using Simulation-Based Reliability Assessment Method, SBRA . Referring to selected examples the application of SBRA is briefly explained and its versatility is indicated.
Application of reliability assessment method SBRA in the safety and serviceability assessment of structural systems
Marek, Pavel ; Pustka, D.
The Paper briefly describes the basic strategy used in pilot applications of SBRA method focused on reliability analysis of structural systems.
Reliability analysis of static indeterminate steel frame byprobabilistic method SBRA
Pustka, D. ; Marek, Pavel
The subject of the paper is a study on probabilistic reliabilityassessment of a steel frame using Simulation-Based Reliabilitymethod SBRA. The direct Monte Carlo simulation technique is usedas a tool in order to analyse the interaction of input randomvariables (including loading) expressed by non-parametric boundedhistograms.
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.
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.
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.
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.
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.

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15 Pustka, D.
2 Pustka, David
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