Zobrazeno 1 - 10
of 12
pro vyhledávání: '"Michał Knauff"'
Autor:
Michał Knauff, Marcin Niedośpiał
Publikováno v:
Budownictwo i Architektura, Vol 13, Iss 3 (2014)
In this paper some aspects of the calculation of the width of cracks in joints of steel-concrete composite slabs are reported. The code concerning design of composite steel and concrete structures for the calculation of crack widths refers to the cod
Externí odkaz:
https://doaj.org/article/e5a668aa31964b21a14fdafbb16dfdfd
Publikováno v:
Budownictwo i Architektura, Vol 12, Iss 1 (2013)
Although Strut and Tie models are often used in practical design due to their apparent concept based on truss analysis, the creation of a model consistent with behaviour of the real structure is not an easy task. Frame corner model considered in the
Externí odkaz:
https://doaj.org/article/207d94b93e7640e1b9f9b0f39d9e2f09
Autor:
Michał Knauff, Marcin Niedośpiał
Publikováno v:
MATERIAŁY BUDOWLANE. 1:12-17
Autor:
Michał Knauff, Marcin Niedośpiał
Publikováno v:
MATERIAŁY BUDOWLANE. 1:8-11
Publikováno v:
Civil and Environmental Engineering Reports, Vol 16, Iss 1, Pp 167-179 (2015)
In this paper results of the experimental tests of four full-scale composite steel-concrete elements are reported. In the steel-concrete composite elements, a steel beam was connected with a slab cast on profiled sheeting, by shear studs. The end-pla
Autor:
Michał Knauff, Krzysztof Klempka
Publikováno v:
Technical Sciences. 13:80-89
When the Polish norm for designing concrete constructions will be replaced in 2010 by the Eurocode, its limits referring to columns’ slenderness will no longer bide. While designing reinforced slender columns in single-storey buildings, it is vital
Autor:
Michał Knauff, Krzysztof Klempka
Publikováno v:
Technical Sciences. 12:71-82
In the following article we present the application of the Eurocode rules for calculating the effective length of columns in single-storey buildings. Assuming the same effective lengths for cantilevers (i.e. l0 =2 lcol) and the construction columns,
Autor:
Marek Jędrzejczak, Michał Knauff
Publikováno v:
Technical Sciences. 11:108-116
METODA PLASTYCZNEGO WYROWNANIA MOMENTOW A ZDOLNOŚC DO OBROTU W PRZEGUBACH PLASTYCZNYCH ŻELBETOWYCH BELEK CIĄGŁYCH W ŚWIETLE WYMAGAŃ EUROKODU Marek Jedrzejczak, Michal Knauff 1 Katedra Budownictwa i Konstrukcji Budowlanych Uniwersytet Warminsko-
Autor:
Marcin Niedośpiał, Michał Knauff
Publikováno v:
Budownictwo i Architektura, Vol 13, Iss 3 (2014)
In this paper some aspects of the calculation of the width of cracks in joints of steel-concrete composite slabs are reported. The code concerning design of composite steel and concrete structures for the calculation of crack widths refers to the cod