Zobrazeno 1 - 10
of 70
pro vyhledávání: '"Milan Holický"'
Autor:
Milan Holický
Publikováno v:
Acta Polytechnica CTU Proceedings, Vol 36, Pp 1-5 (2022)
A tornado may become a very dangerous climatic action for any structure, depending on the tornado intensity and extent of the structure. The origin of a tornado, its range and further activity appear to be unpredictable and completely random. The str
Externí odkaz:
https://doaj.org/article/033a60d47e934f1ca31acbfb86e53e07
Publikováno v:
Acta Polytechnica CTU Proceedings, Vol 36, Pp 119-126 (2022)
Selected standardised models for the verification of punching shear in reinforced concrete structures are applied for the probabilistic assessment of their reliability level. It appears that the models given in EN 1992-1-1 and prEN 1992-1-1 lead to m
Externí odkaz:
https://doaj.org/article/3c8bb1b1948f4de6903f041c93965e52
Autor:
Jiří Witzany, Radek Zigler, Klára Kroftová, Tomáš Čejka, Jan Kubát, Milan Holický, Jiří Karas
Publikováno v:
Civil Engineering Journal, Vol 2018, Iss 3, Pp 307-329 (2018)
The NAKI II DG16P02M055 research project incorporates extensive experimental and theoretical research into the effect of grouting on the physical and mechanical characteristics of brick, stone and mixed masonry. The focus of the research is on the ve
Externí odkaz:
https://doaj.org/article/cc1b76f85c294c9b8057a94f29df9a73
Autor:
Jiří Witzany, Radek Zigler, Tomáš Čejka, Pavel Pospíšil, Milan Holický, Jan Kubát, Aneta Maroušková, Klára Kroftová
Publikováno v:
Civil Engineering Journal, Vol 2017, Iss 4, Pp 343-360 (2017)
The article presents partial results of laboratory research into physical and mechanical characteristics of materials most commonly used as walling units in masonry structures of historic and heritage buildings. Core boreholes and specimens for the l
Externí odkaz:
https://doaj.org/article/877403bf3d934bb8b24603bb0688b127
Publikováno v:
Journal of Civil Engineering and Management, Vol 22, Iss 2 (2016)
The identification of residual service life of a structure is an exceptionally demanding task in the case of reconstructed or newly modernised buildings. The identification of residual service life requires the study and knowledge of the mutual inter
Externí odkaz:
https://doaj.org/article/5dbce8bf2456440b91104a81415e554d
Publikováno v:
Journal of Civil Engineering and Management, Vol 22, Iss 3 (2016)
The majority of load-bearing masonry structures of historic buildings are built of mixed or stone masonry composed of regular or irregular (so-called quarry) masonry units – bricks, sedimentary and metamorphic rock – possessing often very diffe
Externí odkaz:
https://doaj.org/article/4cfeec69408848199f35381c1f799a0d
Autor:
Milan Holický
Reliability analysis for structural design provides an effective and consistent introduction of the theory of structural reliability. The wide involvement of the author in the development of such design standards at various levels results in his abil
Autor:
Milan Holický, Jiří Kolísko
Publikováno v:
The 27th International Conference Concrete Days.
Categorization of bridge constructions by the failure consequences due to loss of ultimate capacity or serviceability is a difficult task that can be resolved using two different approaches: elementary method using currently valid standards advanced
Autor:
Miroslav Sýkora, Milan Holický
Publikováno v:
Sustainability, Vol 13, Iss 2627, p 2627 (2021)
Sustainability
Volume 13
Issue 5
Sustainability
Volume 13
Issue 5
The most important reliability approaches affecting sustainability in construction consist of the target reliability levels, verification methods, and construction or intervention procedures. The optimum target reliability levels can be specified bas
Autor:
Milan Holický
Publikováno v:
International Journal of Safety and Security Engineering. 7:10-18