Zobrazeno 1 - 10
of 31
pro vyhledávání: '"Zeljana Nikolic"'
Autor:
Alessandro Rocchi, Andrea Chiozzi, Marco Nale, Zeljana Nikolic, Fabrizio Riguzzi, Luana Mantovan, Alessandro Gilli, Elena Benvenuti
Publikováno v:
Applied Sciences, Vol 12, Iss 2, p 583 (2022)
Communities are confronted with the rapidly growing impact of disasters, due to many factors that cause an increase in the vulnerability of society combined with an increase in hazardous events such as earthquakes and floods. The possible impacts of
Externí odkaz:
https://doaj.org/article/2f0dc408c715496390e1e3aaabfb6a39
Publikováno v:
Applied Sciences. 13:1940
Knowledge and awareness of the risks generated by natural hazards are essential requirements for the enhancement of communities’ resilience to disasters [...]
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::ff6f722f47856733320d10636890fbe6
https://doi.org/10.3390/app13031940
https://doi.org/10.3390/app13031940
Autor:
Zeljana Nikolic
Publikováno v:
International Journal for Engineering Modelling. 34
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::badf0bbe9281b514d4f7f3df5cdd7386
https://doi.org/10.31534/engmod.2021.2.ri.06m
https://doi.org/10.31534/engmod.2021.2.ri.06m
Publikováno v:
Acta Mechanica. 227:1671-1684
This paper proposes a numerical procedure that can predict the minimum duration of a rectangular, half-cycle sine wave, linearly increasing and triangular single-pulse excitation required to overturn the rigid block resting on a moving base. Since th
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::9d0a5e5d9a461cc171a3aebd562a1b62
https://doi.org/10.1007/s00707-016-1589-2
https://doi.org/10.1007/s00707-016-1589-2
Publikováno v:
Građevinar, Vol 65, Iss 04., Pp 331-344 (2013)
Građevinar
Volume 65
Issue 04.
Publons
ResearcherID
Građevinar
Volume 65
Issue 04.
Publons
ResearcherID
U radu je prikazan numerički model za dinamičku analizu suho zidanih kamenih i armirano-betonskih konstrukcija zasnovan na kombiniranoj metodi konačno-diskretnih elemenata (FEM/DEM). Model opisuje ponašanje takvih konstrukcija izloženih dinamič
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::5d2a7c6d40b5ace173db035b5b9ab20d
https://doaj.org/article/78e2742c03ed431ea9ba44f543731d19
https://doaj.org/article/78e2742c03ed431ea9ba44f543731d19
Publikováno v:
Građevinar, Vol 65, Iss 01., Pp 11-21 (2013)
ResearcherID
Građevinar
Volume 65
Issue 01.
ResearcherID
Građevinar
Volume 65
Issue 01.
Prikazan je numerički model za analizu deformacija puzanja betona u ravnini, utemeljen na korekciji modula elastičnosti u glavnim pravcima, za trenutno stanje glavnih naprezanja. Korekcija modula elastičnosti ovisi o trenutnom koeficijentu puzanja
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=dedup_wf_001::14f01c605cbb5857bfbf99f731d91496
https://doaj.org/article/cdbe44edbe0a4f18b091dd404d4e8b08
https://doaj.org/article/cdbe44edbe0a4f18b091dd404d4e8b08
Publikováno v:
Engineering Computations. 28:853-887
PurposeThe main aim of this paper is to present a three‐dimensional numerical material model for concrete which combines plasticity with a classical orthotropic smeared crack formulation. A further aim is to raise a discussion leading to the creati
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::643c5f6e7ac286aa1ae4e117122be49e
https://doi.org/10.1108/02644401111165112
https://doi.org/10.1108/02644401111165112
Autor:
Ante Mihanović, Zeljana Nikolic
Publikováno v:
Engineering Computations. 14:509-528
Presents a non‐linear numerical model for the computations of post‐tensioned plane structures. Generally curved prestressing tendons and reinforcing bars are embedded into the concrete and they are modelled independently of the concrete mesh usin
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::b23a50e587bdb31d1f904f2f0ab2f38a
https://doi.org/10.1108/02644409710170348
https://doi.org/10.1108/02644409710170348
Purpose – The purpose of this paper is to present a new numerical model based on a combined finite-discrete element method, capable of predicting the behaviour of reinforced concrete structures under dynamic load up to failure. Design/methodology/a
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::30b551f1bbee7a34b0b99664a93967d7
https://doi.org/10.1108/ec-03-2012-0066
https://doi.org/10.1108/ec-03-2012-0066
Publikováno v:
Građevinar
Volume 62
Issue 02.
ResearcherID
Volume 62
Issue 02.
ResearcherID
Prikazana je horizontalna sila vjetra dobivena izravnim dinamičkim mjerenjem pomoću dinamičkog oscilatora na obronku planine Mosor, a obrađeni su tipovi vjetra bura i jugo. Uz dinamičke podatke o sili vjetra, srednjoj i fluktuirajućoj komponent
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=dedup_wf_001::03c2452d6dd75959e56f29147bcf32c8
https://hrcak.srce.hr/file/74675
https://hrcak.srce.hr/file/74675