National Repository of Grey Literature 141 records found  beginprevious122 - 131next  jump to record: Search took 0.01 seconds. 
Reliability assessment of steel tubes considering due to fracture
Marek, Pavel ; Korouš, Jan ; Bielak, O.
Cracks are most dangerous defects which can be found in real structures, Prediction of the crack instability is influenced by many factors of random nature. To take into account these random variables, SBRA approach can be adopted. The paper show how the probabilistic assessment can be used for calculation of fracture probability in a cracked pipe, as random variables, material properties and crack depth were assumed. The assessment resulted in fracture probability which can be compared with a target value
Calculation of the probability of failure of a load carrying system using Monte Carlo and SBRA
Guštar, M. ; Marek, Pavel
Calculation of the probability of failure of a load carrying system using Monte Carlo and SBRA.During the past years the fully prababilistic SBRA method attested its ability to estimate the reliability of structural components and simple structures.
Reliability of structures exposed do dynamic response of the load-probabilistic assessment using SBRA method
Marek, Pavel ; Valihrach, J.
Using examples, the reliability of structures exposed to dynamic response is assessed by probabilistic SBRA (Simulation-Based Reliability Assessment) Method.
Roadmap to the probabilistic reliability assessment of structural systems using SBRA method
Marek, Pavel
This paper focuses on one methods, SBRA, using the Monte Carlo simulation technique.
Notes on approximation of stochastic programming problem
Šmíd, Martin
In stochastic optimization problems, expectation of random function is often being minimized. Since the expectation can rarely be evaluated exactly an approximation has to be done. In the present paper, three types of approximation are dealt with: discretization, Monte Carlo and Quasi Monte Carlo. Convergence rate of the approximation error is evaluated and some upper bounds of the error are given.
Reference functions and values
Marek, Pavel
The current structural reliability assessment criteria (corresponding to the prescriptive Limit States Design concept such as Eurocode and AISC-LRFD) are expressed by comparing the specified maximum load effects and minimum specified resistance. In the qualitatively different gradually developed probabilistic reliability assessment procedures(applicable in codes) clear definitions of the „reference“ functions and values applied in the calculation of the probability of failure must be specified and adequate target probabilities must be given considering tolerable risk, economical requirements and some other measures.
Atomistické simulace uspořádávání v niklových slitinách pod vlivem mechanického napětí
Buršík, Jiří
Systems containing up to six alloing elements typical of advanced Ni-based superalloys were modelled.their ordering was simulated at atomic level using a Monte Carlo approach with púeriodic boundary conditions and Kawasaki dynamics.molecular dynamics routines were embedded into standard kinetic Ising model to account for relaxing of local atomic positions.Straining computer experiments show that elastic parameters and bulk modulus undergo comparatively large changes at the beginning of ordering process.
Roadmap of the Transition to Probabilistic Simulation-basedStructural Reliability Assessment Method applicable in Design
Marek, Pavel
Transition from current semi probabilistic method to structuresreliability assessment method based on Monte Carlo approaches issubject of the colloquium. The paper indicates individual steps ofthe development of the SBRA method.

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