The paper assess a behavior and an impact of the air flow on two hangar buildings. For the first hangar the investigation was carried out using both wind tunnel testing [...]

Wind excited vibrations of slender structures such as towers, masts or certain types of bridges can be reduced using passive or active vibration absorbers. If there is av [...]

The paper describes a new method of analysis of the non-stationary response of a bridge model subjected to the wind load. The analysis is based on the decomposition of th [...]

Abstrakt: This paper describes a part of theoretical and experimental research dealing with the problem of the aeroelastic instability onset of slender rectangular beams [...]

Abstrakt: Long-term observation of bridges supported by bearings made of synthetic materials reveals a steady horizontal deformation increase of these elements. This proc [...]

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Práce popisuje některé nové numerické metody řešení stochastických diferenciálních rovnic s aplikací v seismickém inženýrství.

Čtvercová matice je rozdělena na hyperprvky. Diagonální hyperprvky jsou vždy čtvercové, mohou však mít obecně různé řády. imodiagonální hyperprvky jsou t [...]