Zobrazeno 1 - 10
of 33
pro vyhledávání: '"protlačení"'
Autor:
Vašátko, David
The aim of this master thesis is to explore and describe behavior of slab in punching shear. In total four concrete slabs were experimentally tested; each being reinforced differently. Using real experiments, there was a possibility to observe differ
Externí odkaz:
http://www.nusl.cz/ntk/nusl-455430
Autor:
Bartoška, Ondřej
Diploma thesis is focused on the construction of a two-storey, partly basement, family reinforced concrete house. The ARCHICAD 22 program was used to design this object, the SCIA 21.0 program was used for the model and the subsequent calculation of i
Externí odkaz:
http://www.nusl.cz/ntk/nusl-455409
Autor:
Bártová, Denisa
This diploma thesis deals with the design of FRP reinforced concrete structures. The theoretical part is focused mainly on the punching shear of a flat two way slab according to ACI, fib Bulletin, CSA, and JSCE standards. This thesis also includes a
Externí odkaz:
http://www.nusl.cz/ntk/nusl-409787
Autor:
Erlebach, Jakub
The diploma thesis concerns static project of chosen parts of load-bearing structure four-storey multifunctional building. It´s frame structural systém locally supported colomns. The thesis suggests floor slab above ground floor including punching,
Externí odkaz:
http://www.nusl.cz/ntk/nusl-392020
Autor:
Macháček, Jan
The diploma thesis deals with the design of concrete structures reinforced by FRP according to ACI, fib, CSA and EC2 regulations, which are stressed by a shear force. The diferences between steel rebar and FRP reinforcement were described, in particu
Externí odkaz:
http://www.nusl.cz/ntk/nusl-391937
Autor:
Chalupová, Martina
The aim of the diploma thesis is to design, structural check of rainforced elements. The slab, column, wall and staircase is desinged. The internal forces are obtained from Finite Element Method and are checked with the supplementary frame method. Th
Externí odkaz:
http://www.nusl.cz/ntk/nusl-412921
Autor:
Čípek, Luboš
This thesis focuses on design and assessment of load-bearing construction of a bridge over Jevišovka river at road I/53 near Lechovice. The bridge was designed as a trapezoidal cross-section slab. This solution was chosen from three sketch eventuali
Externí odkaz:
http://www.nusl.cz/ntk/nusl-412918
Autor:
Lyčka, Lukáš
The use of flat slabs in constructions due to its many functional and economic advantages is wide-spread. Behavior of flat slabs in shear and flexure is a fairly complex problem. Therefore, the punching shear failure belongs to one of the most critic
Externí odkaz:
http://www.nusl.cz/ntk/nusl-408019
Autor:
Vojtech Svatos, Daniel Dusek, Zdenek Hadas, Jan Prasek, Jan Pekárek, Jaromir Hubalek, Jaromir Zak
Publikováno v:
Procedia Engineering. 2016, vol. 168, issue 1, p. 1710-1713.
This work deals with the new technique called Charge Push-Through technology which is more energy efficient than the currently used approaches. The new energy efficient design regarding utilization of emerging technology such as Energy harvesting (EH
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::847bfcd13717ff171cd77c121fb0f97c
https://doi.org/10.1016/j.proeng.2016.11.496
https://doi.org/10.1016/j.proeng.2016.11.496
Autor:
Ruber, Lukáš
The subject of this diploma thesis is the design of the underground parts of the building. Part of this thesis is to comapare alternative designs and subsequentli evaluate the interaction of the upper structure with subsoil and pile fundantion. A det
Externí odkaz:
http://www.nusl.cz/ntk/nusl-372062