National Repository of Grey Literature 27 records found  previous11 - 20next  jump to record: Search took 0.01 seconds. 
Lokální odpory na stěně umístěných překážek
Chára, Zdeněk ; Hoření, Bohumír
The influence of surface mounted obstacles on free level of channel flow is discussed. The obstacles of square cross section are placed sequentially along a hydraulic flume and perpendicularly to the flow direction across the whole channel width. Three various spacing between the obstacles - 5H, 11H and 23H (H is height of the obstacle) were tested for different flow discharges. The surface levels were recorded and the results were compared with numerical simulations. Based on the experimental data and numerical simulations the resistance coefficients of the individual obstacles were determined.
Probabilistic evaluation of unstable crack propagation in pipeline using SBRA method
Václavek, L. ; Marek, Pavel ; Gajdoš, Lubomír
Using a pilot example, the subject of the paper is a demonstration of the prababilistic safety assessment of a pressure pipeline containing a crack.
Probabilistic assessment of the fatigue life of tubular steel supports of Žďákov bridge
Marek, Pavel ; Vlk, M.
Using a pilot example, the safety probabilistic assessment procedure is explained and the probability of failure of a steel structure exposed to fatigue damage due to wind load is calculated.
Stability assessment of steel frames using SBRA Method
Křivý, V. ; Marek, Pavel
This paper is concerned with the reliability assessment of steel frame structures using the probabilistic SBRA method.
Compliance criteria to be proved by the analysis of a civil engineering structure
Fischer, Ondřej
Any (not only) civil engineering structure must meet two fundamental requirements: the safety and serviceability before being put into service. While the safety is in general controlled by the loading and behaviour of the structure and by the resistance of its materials, which all are strongly supported by Codes and software packages, the serviceability is often left on the account and experience of the engineer. Some reflections and examples of failures are given in what follows.
Along wind random vibrations of a slender structure - modelling by concentrated masses
Náprstek, Jiří ; Pospíšil, Stanislav
The paper presents an analytical-numerical solution to the along wind random response of slender structures to fluctuating stationary wind velocity component.The structure has been modelled using a linear system discretized by concentrated masses or by FEM, respectively.
Along wind random vibrations of a slender structure - modelling by continuous elements
Náprstek, Jiří ; Pospíšil, Stanislav
Along wind random vibration of a slender structure represents one of the most important aeroelastic effects resulting from wind - structure interaction. The theoretical model being based on one-dimensional elements with continuously distributed mass and stiffness has been introduced in this paper.
Numerical analysis of interaction of a moving body and streaming medium with high Re number
Král, Radomil ; Pospíšil, Stanislav ; Náprstek, Jiří
The paper presents an ability of finite element method in the fluid dynamics, particularly in a civil engineering.
Použití pasivního tlumiče pro potlačení pohybů lávky
Pirner, Miroš ; Urushadze, Shota
This paper describes the types of footbridges which theoretical and physical models are solved. The highly sensitivity to dynamic load is decreased due to ball vibration absorber or due to liquid damper. Effectiveness comparison of the two types of dampers is recommended.
Life-time prediction of slender structures subjected to turbulent wind
Pospíšil, Stanislav ; Lahodný, J. ; Janata, J. ; Urushadze, Shota
The paper describes the prediction of theoretical life-time of antennas made from glas-reinforced laminate and the comparison with long time measurements on the real structures.

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