Zobrazeno 1 - 8
of 8
pro vyhledávání: '"analitična rešitev"'
Autor:
Fazarinc, Neja
V diplomski nalogi obravnavamo reševanje enačbe gibanja s poudarkom na modelu z eno prostostno stopnjo in na izvedbi rešitev s pomočjo spletne aplikacije, ki smo jo razvili z namenom učenja dinamičnega odziva enostavne konstrukcije z izvedbo nu
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=od______3505::e69a511ebe0ec535b04557ec0aaa77db
https://hdl.handle.net/20.500.12556/RUL-137738-410a1940-abbb-55e0-4ba5-3a4466b8a907
https://hdl.handle.net/20.500.12556/RUL-137738-410a1940-abbb-55e0-4ba5-3a4466b8a907
Publikováno v:
Materials, vol. 15, no. 12, 4364, 2022.
Materials; Volume 15; Issue 12; Pages: 4364
Materials; Volume 15; Issue 12; Pages: 4364
A dynamic viscosity function plays an important role in water hammer modeling. It is responsible for dispersion and decay of pressure and velocity histories. In this paper, a novel method for inverse Laplace transform of this complicated function bei
Autor:
Zaletel, Jan
V magistrski nalogi smo reševali vezan termomehanski problem cikličnega obremenjevanja konzolno vpetega polimernega nosilca. Upogib nosilca smo opisali s pomočjo Euler-Bernoullijeve teorije upogiba nosilcev, vpliv lokalne pritisne sile pa smo mode
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=od______3505::e0eef04a64510d74af9d8803d9dd1c70
https://repozitorij.uni-lj.si/IzpisGradiva.php?id=132536
https://repozitorij.uni-lj.si/IzpisGradiva.php?id=132536
Publikováno v:
Journal of fluids engineering. Transactions of the ASME, vol. 145, no. 8, 081203, fe-23-1030, 2023.
In this paper analytical formulas of water hammer known from the literature are simplified to the shortest possible mathematical form based on dimensionless parameters: dimensionless time, water hammer number, etc. Novel formulas are determined, for
Publikováno v:
Acta geotechnica Slovenica, vol. 15, no. 1, pp. 87-99, 2018.
A general analytical solution is developed for the onedimensional consolidation problem of unsaturated soil under various time-dependent loading conditions based on a differential transformation method (DTM). In particular, analytical solutions are o
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=od______1857::3a7ee8a5ad63700845ad4538c7b02179
https://dk.um.si/Dokument.php?id=131027&dn=
https://dk.um.si/Dokument.php?id=131027&dn=
Publikováno v:
Acta geotechnica Slovenica, vol. 14, no. 2, pp. 71-75, 2017.
This paper reports a simplified analytical solution for estimating the soil stress distribution due to pile dependence on the pile dimensions. The exponentially increasing ultimate skin friction along the pile shaft is derived by means of an equilibr
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=od______1857::65b4275299a115998b7a3ce2693274e7
https://dk.um.si/Dokument.php?id=125873&dn=
https://dk.um.si/Dokument.php?id=125873&dn=
Publikováno v:
Journal of the Association of Arab Universities for Basic and Applied Sciences, vol. 2017, no. 24, pp. 254-262, 2017.
In this paper, the linear and nonlinear Fokker-Planck equations (FPE) are solved by a semi-analytical iterative technique. This technique was proposed by Temimi and Ansari (TAM) in 2011. It is used to obtain the exact solutions for the 1D, 2D and 3D
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=od______1857::d4b501655cd431e7ad1f6f5ce1a8eceb
https://dk.um.si/IzpisGradiva.php?id=68862
https://dk.um.si/IzpisGradiva.php?id=68862