The Institute of Theoretical and Applied Mechanics 13 records found  1 - 10next  jump to record: Search took 0.01 seconds. 
1.
In the year 2006 after a series of breakdowns of the roofs of halls all over Europe the Polish standards concerning the load of snow were changed, dividing the country in [...]
2.
The paper deals with determination of surface roughness influence on spray cooling intensity. The questions of the surface quality on the heat transfer and the Leidenfros [...]
3.
Fischer, Cyril
Seismic random processes are characterized by high non-stationarity and, in most cases, by a marked variability of frequency contents. The widely used hypothesis modellin [...]
4.
Lateral seismic reactions and their impact to supporting structures piers and piles of highway arc bridge are analysed. Due to the fact that not accurate values of soil p [...]
5.
The paper is concerned with the verification analysis of the wind and technical seismicity response of a power plant stack structure. During two weeks the actual history [...]
6.
Zapoměl, J.
The rotor systems consit of two principal components, of a rotor and of a stationary part, and the fluid film bearings are often used as coupling elements. As the clearan [...]
7.
Fiber reinforced polymers (FRP) are widely used for strengthening structural components. However, the reinforcement has minor effect in the principal-stress direction of [...]
8.
Koudelka, P.
Now, the translation in Czech and National Annex of EC7-1 (EUROCODE 7 - Geotechnical design, Part 1: General rules) are made. The principal difference exists between inpu [...]
9.
Seven ductile fracture criteria are applied to simulation of cold forward extrusion and their performance in prediction of chevron cracks is presented. The criteria are i [...]
10.
The proposed paper deals with the seismic vulnerability assessment of the old historic centre of Scanno, in the Italian Abruzzi region. A predictive model, calibrated on [...]
11.
The objective of this paper is present the development and application of FEM software (ICS FEM) for effective numerical simulation of load-bearing capacity of structures [...]
12.
Pohl, K.
The objective of this paper describe a non-linear analysis of reinforced concrete frame structures and assignment its response to seismic load. We observe the change of n [...]
13.
The new seismic standards permit the analysis of structure in the elastic-plastic region of its material behaviour. The plastic reserves of structural elements may be imp [...]

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