Zobrazeno 1 - 10
of 14
pro vyhledávání: '"Krisztián Hincz"'
Publikováno v:
Symmetry, Vol 13, Iss 11, p 2133 (2021)
Background: Some medical and technological tasks lead to the geometrical problem of how to cover the unit circle as much as possible by n congruent circles of given radius r, while r varies from the radius in the maximum packing to the radius in the
Externí odkaz:
https://doaj.org/article/edbee9e084774953989571de9d919abb
Publikováno v:
Journal of Computational Geometry, Vol 5, Iss 1 (2014)
How must n equal circles of given radius be placed so that they cover as great a part of the area of the unit circle as possible? To analyse this mathematical problem, mechanical models are introduced. A generalized tensegrity structure is associated
Externí odkaz:
https://doaj.org/article/d189d0b73f7c49949ac76661b62cbf20
Publikováno v:
Symmetry
Volume 13
Issue 11
Symmetry, Vol 13, Iss 2133, p 2133 (2021)
Volume 13
Issue 11
Symmetry, Vol 13, Iss 2133, p 2133 (2021)
Background: Some medical and technological tasks lead to the geometrical problem of how to cover the unit circle as much as possible by n congruent circles of given radius r, while r varies from the radius in the maximum packing to the radius in the
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::239f93667b2529877f9215a220489a5e
Publikováno v:
Periodica Polytechnica Civil Engineering.
The Computational Fluid Dynamics (CFD) analysis of wind actions on a cube and on the hyperbolic surface of a mast-supported tensile structure is presented. As standard in Computational Wind Engineering (CWE) the models were analyzed in incompressible
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::b91222a0289a0383cb20a4415b8a471e
https://doi.org/10.3311/ppci.18656
https://doi.org/10.3311/ppci.18656
Autor:
Krisztián Hincz, András Lengyel
Publikováno v:
Journal of the International Association for Shell and Spatial Structures. 60:201-209
This paper presents a study on the mechanical behaviour of thin membranes modelling the common 32-panel soccer balls. Most soccer balls are fabricated of synthetic flat panels subject to an internal pressure. Unlike most tensile structures such as te
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::cfd8092cc63138c586e158c5a43ec3a2
https://doi.org/10.20898/j.iass.2019.201.036
https://doi.org/10.20898/j.iass.2019.201.036
Publikováno v:
Journal of Structural Engineering. 142
Conventionally, the pressure coefficients of tensile membrane structures are determined in wind tunnels on rigid models and the effect of the typically large deformations of the membranes on the pressure coefficients is not taken into account. The ai
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::10373651fcee51a8406add31b279c8f2
https://doi.org/10.1061/(asce)st.1943-541x.0001437
https://doi.org/10.1061/(asce)st.1943-541x.0001437
Publikováno v:
Építés - Építészettudomány. 40:67-77
A cikkben bemutatjuk egy arbocra es kulső merev peremekre feszitett ponyvaszerkezet szelcsatorna- kiserlettel meghatarozott alaki tenyezőit. Az alaki tenyezőket meghataroztuk az MSZ EN 13782 szamu es a mara ervenyet vesztett MSZ 15021/1-86 szamu s
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::73976b123384cd760066b55bc43b91b7
https://doi.org/10.1556/eptud.40.2012.1-2.3
https://doi.org/10.1556/eptud.40.2012.1-2.3
Autor:
Krisztián Hincz
Publikováno v:
International Journal of Space Structures. 24:143-152
A numerical procedure for the static analysis of arch-supported tensile structures with block and tackle suspension system is presented. The procedure, based on dynamic relaxation, is suitable for a structural analysis both in the prestressing proces
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::c6901cf70f1dd540843b695e57769d72
https://doi.org/10.1260/026635109789867643
https://doi.org/10.1260/026635109789867643
Publikováno v:
Építés - Építészettudomány. 37:79-93
A cikk azonos alaprajzi elrendezesű, de kulonboző peremfeltetelekkel rendelkező kotelhalok parameteres statikai vizsgalatanak eredmenyeit ismerteti. Roviden bemutatjuk a kotelhalok statikai vizsgalatanak fő lepeseit es az altalunk kidolgozott sza
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::7872081144e6eb5defdf5e9d893b25ab
https://doi.org/10.1556/eptud.37.2009.1-2.3
https://doi.org/10.1556/eptud.37.2009.1-2.3
Publikováno v:
Computers & Structures. 84:2151-2158
The dynamic relaxation method is applied to membrane analysis using an eight-node quadrilateral element. The element uses second order shape functions to approximate the geometry of the structure. The element is based on the element of Gosling and Le
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::578c06bf4b3b4b592f4bce2e978becef
https://doi.org/10.1016/j.compstruc.2006.08.046
https://doi.org/10.1016/j.compstruc.2006.08.046