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The Institute of Theoretical and Applied Mechanics
31
records found 1 - 10
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1.
Original version of the author's contribution in proceedings, id 172, section .:
PDF
Aeroelastic stability of a two-degrees of freedom system with additive and multiplicative narrow band random noises
Naprstek, Jiri
;
Pospíšil, Stanislav
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2.
Original version of the author's contribution in proceedings, id 83, section .:
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Flutter and galloping of bridge decks with roadway wind barriers
Buljac, Andrija
;
Macháček, Michael
Wind tunnel-experiments are carried out to analyze the effects of wind barriers on flutter and galloping of bridge decks. The focus is on aerodynamic shape of bridge deck [...]
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3.
Original version of the author's contribution as presented on CD, section: .:
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COMPARISON OF NUMERICAL AND SEMI-ANALYTICAL SOLUTION OF A SIMPLE NON-LINEAR SYSTEM IN STATE OF THE STOCHASTIC RESONANCE
Náprstek, Jiří
;
Pospíšil, Stanislav
Stochastic resonance (SR) is a phenomenon which can be observed at some nonlinear dynamic systems under combined excitation including deterministic harmonic force and ran [...]
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4.
Original version of the author's contribution as presented on CD, paper (No. 096).:
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Lifetime prediction of wind loaded mast and towers with respect to lateral and longitudinal wind spectrum
Pospíšil, S.
;
Hračov, S.
The paper describes an analysis for the purpose of theoretical lifetime prediction of telecommunication towers, guyed masts and antenna’s extensions. It brings simple a [...]
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5.
Original version of the author's contribution as presented on CD, paper (No. 075).:
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Cyclic loading of masonry walls and its anti seismic strengthening
Wünsche, M.
;
Urushadze, S.
The damage of structural masonry walls is one of the most widespread harming injuries and cause of loss of serviceability and seismic capacity for a building. Therefore a [...]
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6.
Original version of the author's contribution as presented on CD, paper (No. 041).:
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Applicability of existing indexes of non-proportionality of damping in case of theoretical model of slender structure with installed TMD
Hračov, S.
;
Náprstek, J.
The paper analyzes an applicability of to date published indexes of non-proportionality in the case of a linear viscously damped numerical model of slender structure equi [...]
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7.
Original version of the author's contribution as presented on CD, paper (No. 032).:
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Generalized linear model with aero-elastic forces variable in frequency and time domains
Náprstek, J.
;
Pospíšil, S.
The paper demonstated the linkage of three models of the treatment of the structural aeroelastic instability using the double degree of freedom (DDOF) linear model. The f [...]
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8.
Original version of the author's contribution as presented on CD, paper (No. 022).:
PDF
Experimental and numerical verification of vortex induced vibration of hangers on the footbridge
Urushadze, S.
;
Král, R.
The paper deals with vortex-induced oscillations of footbridge hangers at a very low wind speed. The two-spans (2x50m) reinforced concrete structure with the central pylo [...]
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9.
Original version of the author's contribution as presented on CD, paper (No. 006).:
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Resonance behaviour of spherical pendulum – influence of damping
Fischer, C.
;
Pospíšil, S.
Experimental and numerical model of an uni-directionally driven pendulum-based tuned mass damper is presented in the paper. Stability of the motion in a vertical plane is [...]
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10.
Original version of the author's contribution as presented on CD, paper No. 93.:
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AEROELASTIC DIVERGENCE MODELED BY MEANS OF THE STOCHASTIC RESONANCE
Náprstek, J.
;
Pospíšil, S.
The divergence is one of the most important and dangerous phenomenon of aeroelastic postcritical states occurring at a prismatic slender beam in a cross-flow. This phenom [...]
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