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pro vyhledávání: '"Bićanić, Nenad"'
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Publikováno v:
Earthquake Engineering & Structural Dynamics; Jan2024, Vol. 53 Issue 1, p366-391, 26p
Publikováno v:
In Computer Methods in Applied Mechanics and Engineering 2010 199(17):1100-1113
Autor:
Koziara, Tomasz, Bićanić, Nenad
Publikováno v:
In Computer Methods in Applied Mechanics and Engineering 2008 197(33):2763-2777
U radu su dane osnovne smjernice i međuovisnosti pojedinih hidroloških i geoloških parametara koji uvjetuju nastanak toka krupnozrnatog i sitnozrnatog materijala na strmim padinama. Gravitacija je primarni uzrok nastanka klizanja koja u doticaju s
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=57a035e5b1ae::b3f8b8295ad3ab5906caac105fedbd3c
https://www.bib.irb.hr/1076227
https://www.bib.irb.hr/1076227
Publikováno v:
In Materials Characterization 2007 58(11):1189-1198
Free rocking of a prismatic rigid block is analysed and a numerical procedure based on precise contact detection is developed and tested. In addition, a comprehensive parametric study of free rocking of blocks of different slenderness and size is con
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=57a035e5b1ae::1f661ea275da34c8a341787abb2c1a5d
https://www.bib.irb.hr/1108472
https://www.bib.irb.hr/1108472
Rocking of prismatic rigid blocks is analysed and a numerical procedure based on precise contact detection is developed and tested. First, a parametric study of free rocking of blocks of different slenderness and size is conducted experimentally. Ene
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=57a035e5b1ae::fd9b17ba3842b3ff965db6bc692c4ae8
https://www.bib.irb.hr/1108475
https://www.bib.irb.hr/1108475
Autor:
Žic, Elvis1 elvis.zic@gradri.hr, Bićanić, Nenad2 bicanic@civil.gla.ac.uk, Koziara, Tomasz3 tomasz.koziara@durham.ac.uk, Ožanić, Nevenka1 nozanic@gradri.hr
Publikováno v:
Proceedings of the International Scientific Conference People, Buildings & Environment. 2012, Vol. 2, p660-669. 10p.
Publikováno v:
In Cement and Concrete Research March 2002 32(3):363-371