Add to ORKGW artykule przedstawiono metody określania odporności ogniowej elementów żelbetowych według normy EN 1992-1-2 [3] (metody uproszczone bazujące na przekroju zredukowanym oraz podejście przyrostowo-iteracyjne). Rezultaty obliczeń porównano z wynikami badań ogniowych dostępnych w literaturze. W analizie obliczeniowej rozważono następujące parametry: klasę betonu, mimośród siły podłużnej, kształt przekroju. Sformułowano wnioski odnośnie dokładności metod uproszczonych i praktycznych ograniczeń ich stosowania w zakresie analizowanych zmiennych materiałowych i geometrycznych
The paper describes a two-step finite element formulation for the thermo-mechanical non-linear analy...
V diplomski nalogi je na celovit način predstavljen pristop k projektiranju požarno odpornih armiran...
The analysis of a method for the design of reinforced concrete structures exposed to fire temperatur...
The non-linear structural analysis of reinforced concrete beams in fire consists of three separate s...
Behaviour under fire circumstances is becoming more and more crucial for designing a concrete struct...
The fire resistance of reinforced concrete elements can be determined by simple isotherm methods or ...
Over the last 20 to 30 years, the field of structural fire design has shifted from relying on singl...
Fire safety of Reinforced Concrete (RC) buildings is an important design aspect that ensures structu...
This study is to review the relevant building codes and standards for the design of reinforced concr...
Příspěvek se zabývá problematikou železobetonových konstrukcí za, resp. po požáru. Formou rešerše po...
Numerical approach using the finite element method has been used to determine the mechanical resis...
The use of prescribed solutions for fire design has allowed engineers to simply provide an assembly...
The objective of this study is to simulate the behavior of reinforced concrete beams in fire situat...
The paper describes a two-step finite element formulation for the thermo-mechanical non-linear analy...
Je preštudovaná možnosť modelovania nelineárneho chovania betónu pri bežných izbových a zvýšených te...
The paper describes a two-step finite element formulation for the thermo-mechanical non-linear analy...
V diplomski nalogi je na celovit način predstavljen pristop k projektiranju požarno odpornih armiran...
The analysis of a method for the design of reinforced concrete structures exposed to fire temperatur...
The non-linear structural analysis of reinforced concrete beams in fire consists of three separate s...
Behaviour under fire circumstances is becoming more and more crucial for designing a concrete struct...
The fire resistance of reinforced concrete elements can be determined by simple isotherm methods or ...
Over the last 20 to 30 years, the field of structural fire design has shifted from relying on singl...
Fire safety of Reinforced Concrete (RC) buildings is an important design aspect that ensures structu...
This study is to review the relevant building codes and standards for the design of reinforced concr...
Příspěvek se zabývá problematikou železobetonových konstrukcí za, resp. po požáru. Formou rešerše po...
Numerical approach using the finite element method has been used to determine the mechanical resis...
The use of prescribed solutions for fire design has allowed engineers to simply provide an assembly...
The objective of this study is to simulate the behavior of reinforced concrete beams in fire situat...
The paper describes a two-step finite element formulation for the thermo-mechanical non-linear analy...
Je preštudovaná možnosť modelovania nelineárneho chovania betónu pri bežných izbových a zvýšených te...
The paper describes a two-step finite element formulation for the thermo-mechanical non-linear analy...
V diplomski nalogi je na celovit način predstavljen pristop k projektiranju požarno odpornih armiran...
The analysis of a method for the design of reinforced concrete structures exposed to fire temperatur...