Baza Publikacji Pracowników Politechniki Lubelskiej

Status:
Autorzy:	Rogalska Magdalena, Słowik Marta
Rok wydania:	2016
Wersja dokumentu:	Drukowana \| Elektroniczna
Język:	angielski
Numer czasopisma:	4
Wolumen/Tom:	48
Strony:	146 - 160
Bazy:	BazTech \| EBSCO \| Google Scholar \| ICI Journals Master List
Efekt badań statutowych	NIE
Materiał konferencyjny:	NIE
Publikacja OA:	TAK
Licencja:
Sposób udostępnienia:	Otwarte czasopismo
Wersja tekstu:	Ostateczna wersja opublikowana
Czas opublikowania:	Po opublikowaniu
Abstrakty:	angielski
	The objective of the paper is to analyze the efficiency of design methods proposed in different codes according to the load carrying capacity of concrete structures. In particu-lar, three standard recommendations have been considered: the ACI 318 shear design model, the equation by Eurocode 2 and a new design procedure from Model Code 2010. In the paper the flexural concrete members, which are reinforced longitudinally but without transverse reinforcement, are considered. The design values of the load carrying capacity of such members obtained from these three codes were compared with exper-imental results. An advanced statistical analysis has been applied to predict of depend-ent variable (load carrying capacity of tested beams) and to perform a comparative analysis. On the basis of the analysis conclusions have been drawn according to the fit between the design methods and the test data.

An analysis of the efficiency of design methods