Zobrazeno 1 - 10
of 31
pro vyhledávání: '"Jindřich Melcher"'
Publikováno v:
Journal of Civil Engineering and Management, Vol 16, Iss 3 (2010)
The presented paper deals with the stochastic analysis of the ultimate limit states of steel‐concrete building members. The load carrying capacity of steel‐concrete columns, comprising of steel profiles encased in high strength concrete, in compr
Externí odkaz:
https://doaj.org/article/7a4c9e3c95fa45feae02a4324216b72a
Publikováno v:
Journal of Civil Engineering and Management, Vol 15, Iss 3 (2009)
The experimental research results of material and geometrical characteristics of Czech steel are given in the presented paper. Measurements are carried out for the yield strength of plates made of steel grade S355. The values measured are used to com
Externí odkaz:
https://doaj.org/article/479c396de9314c79a390627ddbbc0e46
Autor:
Jindřich Melcher, Ondřej Pešek
Publikováno v:
International Journal of Structural and Civil Engineering Research. :323-330
Publikováno v:
ce/papers. 1:1677-1686
Autor:
Martin Horacek, Jindřich Melcher
Publikováno v:
ce/papers. 1:1417-1426
Publikováno v:
ce/papers. 1:4704-4711
The goal of the research presented in this paper is the experimental and theoretical analysis of cross-section which can be asymmetric. Particularly, there are experimental tests of several beams of selected cross-section shapes described and analyse
Autor:
Ivan Balázs, Jindřich Melcher
Publikováno v:
ce/papers. 1:1086-1095
Autor:
Jindřich Melcher, Ondřej Pešek
Publikováno v:
Transactions of the VŠB: Technical University of Ostrava, Civil Engineering Series, Vol 17, Iss 1, Pp 159-168 (2017)
In this paper measuring and determining of initial geometrical imperfections of set of glass members are presented. Measured specimens had the different dimensions and different composition – monolithic glass or laminated glass using different type
Autor:
Jindřich Melcher, Ivan Balázs
Publikováno v:
Procedia Engineering. 2017, issue 190, p. 35-42.
The sandwich panels have been widely used as members of roof and wall cladding. In addition to their primary function, they can provide lateral and torsional restraints to the supporting members and therefore contribute to their buckling resistance.
Autor:
Jindřich Melcher, Ondřej Pešek
Publikováno v:
Procedia Engineering. 2017, vol. 190, p. 70-77.
This paper deals with experimental research of stability behaviour of laminated structural glass beams. The purpose of the research is the evaluation of lateral-torsional buckling resistance and actual behaviour of the beams due to absence of standar