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The Institute of Theoretical and Applied Mechanics
11
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1.
(75)
Original version of the author's contribution as presented on CD, . :
PDF
The fatigue life prediction methods according the structural stresses of welded joint
Pěnička, R.
;
Růžička, M.
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2.
(76)
Original version of the author's contribution as presented on CD, . :
PDF
Multi-objective optimization approach to design of RC frames
Lepš, M.
This paper presents a discrete optimization of reinforced concrete structures based on an efficient combination of deterministic and stochastic optimization strategies. T [...]
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3.
(76)
Original version of the author's contribution as presented on CD, SOL. :
PDF
Automated design of reinforced concrete frames
Lepš, M.
;
Bittnar, Z.
This paper presents discrete optimization of reinforced concrete structures based on an efficient combination of deterministic and stochastic optimization strategies. The [...]
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4.
(76)
Original version of the author's contribution as presented on CD, DYN. :
PDF
Wind response monitoring on buildings
Král, J.
A long-term measurement of the wind response of the first building started in 2007and of the second building in 2009. The response monitoring is automatic and continues. [...]
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5.
(76)
Original version of the author's contribution as presented on book, page 271. :
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SENSITIVITY ANALYSIS OF STABILITY PROBLEMS OF STEEL COLUMNS USING SHELL FINITE ELEMENTS AND NONLINEAR COMPUTATION METHODS
Kala, Z.
;
Kala, J.
The paper analyzes the influence of initial imperfections on the load-carrying capacity of a slender strut, applying the ANSYS programme. The geometrical and material non [...]
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6.
(77)
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Fatigue analysis of defects in pipe welds from view of position and geometry
Němec, J.
;
Šperl, M.
Cyclic tests with the maximum force in a cycle Fmax = 5,5 kN and the cycle asymmetry ratio R = F min / F max = 0, 1 were carried out on fiat specimens of 5mm in thickness [...]
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7.
(77)
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Experimental and theoretical stability analysis of damped auto-parametric pendulum
Pospíšil, S.
;
Náprstek, J.
Engineering structures subjected to dynamic loading are often equipped with special devices proposed to suppress adverse motion. However, these installations are often d [...]
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8.
(78)
Original version of the author's contribution as presented on book, page 219. :
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AEROELASTIC INSTABILITIES ON THE HEIGHT RISE BUILDINGS
Hubová, O.
The wind action on structures may be represented by peak velocity pressures, in conditions of strong wind, or by the basic stochastic descriptors of the velocity fluctuat [...]
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9.
(80)
Original version of the author's contribution as presented on CD, DYN. :
PDF
Some properties of non-linear resonance of the pendulum damper
Fischer, C.
;
Náprstek, J.
The pendulum damper modelled as a two degree of freedom strongly non-linear auto-parametric system is investigated using an approximate differential system. Uni-direction [...]
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10.
(93)
Original version of the author's contribution as presented on CD, SOL. :
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Comparison of the wind loads influences to the steel chimneys in accordance of standard STN and ENV
Králik, J.
;
Králik, J.jr.
This paper describes the static and dynamic analyses used for welded steel chimneys expertises according to national standard STN 73 0035 and European standard EN 1991 1- [...]
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11.
(100)
Original version of the author's contribution as presented on book, page 311. :
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DETERMINISTIC AND PROBABILITY ANALYSIS OF THE STEEL CHIMNEY UNDER WIND LOADS
Králik, J.
;
Králik, J. jr.
This paper describes the static and dynamic analyses used for welded steel chimneys expertise according to European standard EN 1991 and EN 1993. More details are concern [...]
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