Zobrazeno 1 - 10
of 12
pro vyhledávání: '"Nikolina Zivaljic"'
Publikováno v:
Tehnički Vjesnik, Vol 26, Iss 5, Pp 1314-1326 (2019)
This paper presents a three-dimensional numerical model based on finite-discrete element method for simulating cracking and predicting failure in reinforced concrete (RC) structures. Discrete representation of concrete cracks is coupled with a non-li
Externí odkaz:
https://doaj.org/article/642a01788dcb454d9daf5d38b0e83f67
Publikováno v:
Građevinar, Vol 65, Iss 07., Pp 603-618 (2013)
An overview of methods for the modelling of historic masonry structures, starting from simple traditional to modern methods suitable for use in computer programs, is presented. Main characteristics of masonry structures, as well as principal features
Externí odkaz:
https://doaj.org/article/a0e0659f7dd84a56b95a5ca29525e256
Publikováno v:
Građevinar, Vol 65, Iss 04., Pp 331-344 (2013)
A numerical model for dynamic analysis of dry-stone masonry and reinforced-concrete structures, based on the combined finite-discrete element method (FEM/DEM), is presented in the paper. This model describes behaviour of such structures when exposed
Externí odkaz:
https://doaj.org/article/78e2742c03ed431ea9ba44f543731d19
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
The aim of this study is to investigate the seismic resistance of dry stone arches under in- plane seismic loading. For that purpose, several numerical analyses were performed using the combined finitediscrete element method (FDEM). Twelve types of a
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::617a5ccafa0bc4842c0f916105afbc04
https://www.bib.irb.hr/808713
https://www.bib.irb.hr/808713
Publikováno v:
Scopus-Elsevier
UPCommons. Portal del coneixement obert de la UPC
Universitat Politècnica de Catalunya (UPC)
Publons
UPCommons. Portal del coneixement obert de la UPC
Universitat Politècnica de Catalunya (UPC)
Publons
This paper presents the application of the numerical models for dynamic analysis of dry stone masonry structures strengthened with clamps and bolts and confined masonry structures based on finite discrete element method (FDEM). The proposed models co
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=dedup_wf_001::3e249e8cca284683333ee1c34884ae10
https://www.bib.irb.hr/794359
https://www.bib.irb.hr/794359
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:
Nikolina Zivaljic
Scopus-Elsevier
Scopus-Elsevier
This paper briefly presents a part of a numerical model for material and geometric nonlinear analysis of space frames of composite cross sections. The fiber model is used for determining the cross-section stress-strain state under action of axial for
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=dedup_wf_001::22200e7cecc8b7788891e692300b4976
https://www.bib.irb.hr/366596
https://www.bib.irb.hr/366596
Publikováno v:
III European Conference on Computational Mechanics ISBN: 9781402049941
This paper presents numerical model of large displacements in assignment of form finding for space cable structures with known first geometry and final gravity load. The model includes two phases of loading. The first phase is prestressing and in the
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::f0df9d27054fa9593a27a0f9de2b7a83
https://www.bib.irb.hr/258738
https://www.bib.irb.hr/258738
Publikováno v:
Scopus-Elsevier
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=dedup_wf_001::4620da86a6bcba4d162544a6155d5ca0
http://www.scopus.com/inward/record.url?eid=2-s2.0-84957013369&partnerID=MN8TOARS
http://www.scopus.com/inward/record.url?eid=2-s2.0-84957013369&partnerID=MN8TOARS