Zobrazeno 1 - 10
of 39
pro vyhledávání: '"Michal Tomko"'
Autor:
Mohamad Al Ali, Michal Tomko
Publikováno v:
Инженерно-строительный журнал, Vol 45, Iss 1, Pp 53-58 (2014)
Part 1 of the paper presents fundamental information about the experimental and theoretical research oriented to determine the resistance of thin-walled cold-formed compressed steel members with closed cross-sections, [1]. The investigated members we
Externí odkaz:
https://doaj.org/article/0808aba0afcd4c6e86d3d50f8f73a12a
Publikováno v:
Инженерно-строительный журнал, Vol 40, Iss 5, Pp 38-43 (2013)
From the material and geometric point of view, the thin-walled cold-formed profiles have specific specialties, which their design must responsibly take into account. In the terms of their resistance, an important issue is the effectiveness of mutual
Externí odkaz:
https://doaj.org/article/2a30c88d07c14743be25217ecaaecd21
Analysis of the Initial Imperfections Effect on the Thin-Walled Cold-Formed Compressed Steel Members
Publikováno v:
Communications, Vol 14, Iss 4, Pp 83-87 (2012)
The paper deals with the influence of initial imperfections and presents fundamental information about experimental and theoretical-numerical research to determinate the load-carrying capacity of thin-walled cold-formed compressed steel members. The
Externí odkaz:
https://doaj.org/article/f66d94946697456ca2cb0de97582dc18
Autor:
Michal Tomko, Ivo Demjan
Publikováno v:
Selected Scientific Papers - Journal of Civil Engineering. 17:1-13
The paper presents a theoretical analysis that models the effects of temperature load induced on a two-pole, twobox reinforced concrete bridge. Implemented was theoretical analysis of thermodynamic effects, which was performed on a closed double-box
Publikováno v:
Selected Scientific Papers: Journal of Civil Engineering, Vol 15, Iss 2, Pp 137-153 (2020)
The aim of this paper was to estimate further service possibilities of precast concrete structure. It was necessary to remain basic reliability conditions for actual service conditions. To reach this goal a complex experimental diagnostics and struct
Publikováno v:
Engineering Failure Analysis. 103:443-461
Results of comprehensive failure-related diagnostics, non-destructive and destructive tests, geodetic surveying, numerical modelling, time-dependent nonlinear static analysis and reliability assessment of a stadium structure with a suspension cable r
Publikováno v:
Advances in Engineering Software. 129:13-34
Numerical simulations of wind circumfluence around Tensairity cylindrical beams and predictions of their response are presented in the paper. An appropriate computational fluid dynamics model (CFD) and a fluid-structure interaction (FSI) method are u
Publikováno v:
MATEC Web of Conferences, Vol 313, p 00021 (2020)
A complex structural, static and dynamic review of an existing steel ceiling has been realised after two years of service and the completion of subsequent construction work. The construction work involved the reconstruction of a steel structure and s
Publikováno v:
Structural Engineering and Mechanics. 58:757-781
The results of diagnostics and analysis of an industrial hall located on the premises of a thermal power plant severely damaged by fire are presented in the paper. The comprehensive failure-related diagnostics, non-destructive and destructive tests o
Publikováno v:
MATEC Web of Conferences, Vol 310, p 00035 (2020)
This paper provides view of current trends in the field of testing and numerical analysis of dynamic loading structures. It describes what is the role of structure dynamic characteristic analysis in the management of the structures construction and m