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Structural fire design methods for reinforced concrete members

Data publikacji: 26.03.2014

Czasopismo Techniczne, 2013, Budownictwo Zeszyt 1-B (6) 2013, s. 15 - 36

https://doi.org/10.4467/2353737XCT.14.002.1920

Autorzy

,
Krzysztof Chudyba
Institute for Building Material and Structures, Faculty of Civil Engineering, Cracow University of Technology
Wszystkie publikacje autora →
Szymon Seręga
Institute for Building Material and Structures, Faculty of Civil Engineering, Cracow University of Technology
Wszystkie publikacje autora →

Tytuły

Structural fire design methods for reinforced concrete members

Abstrakt

W 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.

Bibliografia

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Informacje

Informacje: Czasopismo Techniczne, 2013, Budownictwo Zeszyt 1-B (6) 2013, s. 15 - 36

Typ artykułu: Oryginalny artykuł naukowy

Tytuły:

Polski:

Structural fire design methods for reinforced concrete members

Angielski:

Structural fire design methods for reinforced concrete members

Autorzy

Institute for Building Material and Structures, Faculty of Civil Engineering, Cracow University of Technology

Institute for Building Material and Structures, Faculty of Civil Engineering, Cracow University of Technology

Publikacja: 26.03.2014

Status artykułu: Otwarte __T_UNLOCK

Licencja: Żadna

Udział procentowy autorów:

Krzysztof Chudyba (Autor) - 50%
Szymon Seręga (Autor) - 50%

Korekty artykułu:

-

Języki publikacji:

Angielski

Liczba wyświetleń: 2751

Liczba pobrań: 4658

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