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The Institute of Theoretical and Applied Mechanics
20
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1.
Original version of the author's contribution as presented on CD, , paper No. 137. :
PDF
Analysis of foundation slab of commercial building in Prague Těšnov: Mechanical behavior
Koudelka, T.
;
Krejčí, T.
It was performed several calculations simulating behavior of thick foundation slab during 2005 year. The behavior was solved as coupled problem in which the mechanical be [...]
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2.
Original version of the author's contribution as presented on CD, . :
PDF
Numerical analysis of reactor vessel: parallel implementation
Kruis, J.
;
Bittnar, Z.
Assessment of properties of reactor vessels in nuclear power plants which are more than 30 years old is necessary for eventual prolongation of their serviceability. Vesse [...]
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3.
Original version of the author's contribution as presented on CD, . :
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Numerical analysis of a reactor vessel: transport processes .
Krejčí, T.
;
Bittnar, Z.
This paper deals with a computer simulation of coupled heat and moisture transfer in a reactor vessel which affected shrinkage and creep of the structure. The mathematica [...]
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4.
Original version of the author's contribution as presented on CD, . :
PDF
Slope stability of layered rock mass numerical solution
Koudelka, T.
;
Bittnar, Z.
Instable behaviour both of the road and tram bridge at the Prague “Chotkova road” up to Klárov and the rock mass around has been monitored long time yet. The movemen [...]
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5.
Original version of the author's contribution as presented on CD, . :
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ANALYSIS OF CONCRETE FOUNDATION - HEAT CONDUCTION MULTISCALE MODELING
Šmilauer, V.
;
Koudelka, T.
Temperature evolution in concrete constructions due to hydration heat presents a formidable problem causing early age cracking and from the chemical point of view changin [...]
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6.
Original version of the author's contribution as presented on CD, . :
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ANALYSIS OF A FOUNDATION SLAB: IMPLEMENTATION OF CONTINUOUS RETARDATION MODEL FOR CONCRETE CREEP
Krejčí, T.
;
Šmilauer, V.
Foundation of buildings in deep ditches under the ground water level highly elevated during floods is a serious problem. Cracking arising due to the combination of hydrat [...]
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7.
Original version of the author's contribution as presented on CD, SOL. :
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Numerical methods of solution for lateral earth pressure
Koudelka, T.
;
Bittnar, Z.
This paper discusses numerical methods developed for solution lateral earth pressure. Motivation for us was GLPT (General Lateral Pressure Theory) which establishes new c [...]
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8.
Original version of the author's contribution as presented on CD, SOL. :
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History of structure-ground interface friction during active movements - experiment E1
Koudelka, P.
;
Koudelka, T.
Physical experiments dealing with the problem of lateral pressure of granular materials proceed some years using medium-size models of the ideal non-cohesive granular mas [...]
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9.
Original version of the author's contribution as presented on CD, . :
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COMPARATIVE NUMERICAL EXPERIMENTS WITH LATERAL PRESSURE OF THE NONCOHESIVE SAND
Koudelka, Petr
;
Koudelka, Tomáš
Abstrakt: Two medium-term experiments with lateral pressure of flowing loose sand acting on a retaining wall were performed. The experiments showed some rather unexpected [...]
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10.
Original version of the author's contribution as presented on CD, paper. :
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On lateral pressure at rest of granular materials
Koudelka, P.
;
Koudelka, T.
Abstrakt:
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The Institute of Theoretical and Applied Mechanics :
20
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1
Koudelka, Tomáš
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