The Institute of Theoretical and Applied Mechanics 20 records found  1 - 10next  jump to record: Search took 0.02 seconds. 
1.
The paper suggests a new approach of inverse analysis to obtain parameters of FEM computational model in order to obtain best agreement with experimental data. The propos [...]
2.
Specific feature of the nuclear power plants is in comparison with coal fired plants the break postulation of each high energy piping. Fluid system is considered as high- [...]
3.
Space-Filling Design Strategies create an essential part of a surrogate modeling. Two main objectives are usually placed on the resulting designs - orthogonality and spac [...]
4.
The paper briefly reviews one of the proposed probabilistic assessment concepts. The potential of the proposed concept and of the corresponding software is emphasized. Th [...]
5.
Špetl, J.
The paper deals with the actual problem in the field of dependability - the economics aspects of reliability testing. The paper points on input costs analysis connected w [...]
6.
This paper turns attention to the potential of the simulation based reliability assessment method SBRA considering especially the durability assessment of steel structure [...]
7.
Frydrýšek, K.
This paper focuses on the probabilistic numerical solution of the problems in mining and biomechanics. Theory and applications of the Simulation-Based Reliability Assessm [...]
8.
Design and production of industrial components and materials are nowadays a compromise between the required performances and the environmental impact. In the case of stru [...]
9.
The present day codes use single partial safety factors for concrete irrespective of its compressive strength and reliability index, when there is high level of uncertain [...]
10.
This paper presents a probabilistic framework for design of concrete structures to achieve targeted improvements in quantitative sustainability indicators. The framework, [...]
11.
A review of the increasing complexity of existing standards (Codes) for structural design shows that a disparity exists between them and the increasingly sophisticated as [...]
12.
Modern supporting reinforced concrete structures, i.e. columns, piers, frame legs, etc., are characteristic by their higher slendernesses. Effects of external forces on t [...]
13.
Králik, J.
This paper gives the results of the risk-based safety analysis of the nuclear power plants in Slovakia. The probabilistic assessment of NPP concrete containment and techn [...]
14.
The Direct Determined Fully Probabilistic Method (DDFPM) was developed as an alternative to Monte Carlo simulation procedure in case of probabilistic reliability assessme [...]
15.
This contribution describes basic groups of the optimized design of structures: deterministic (DBSO) and reliability based optimization (RBSO). The principle of solution [...]
16.
The paper deals of a with the parametric study of the dynamic behavior multistorey panel building applying an advanced computation model developed using finite element li [...]
17.
Omishore, A.
The verification of the design reliability of a steel element according to the concepts of standards EUROCODE 3 and EN1990 is presented in the article. Reliability analys [...]
18.
The subject of the paper is the probabilistic safety assessment of an unbraced steel frame containing leaning columns and exposed to several variable loads. Reliability a [...]
19.
Puklický, L.
Steel-concrete composite columns are extensively used in modern buildings. Steel being of high tensile strength presents a high quality building material, concrete on the [...]
20.
This contribution describes a comparison of the concrete structure design results obtained via the partial reliability factor method and using the fully probabilistic met [...]

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