Zobrazeno 1 - 10
of 20
pro vyhledávání: '"Marija Smilović"'
Autor:
Jure Radnić, Nikola Grgić, Ante Buzov, Ivan Banović, Marija Smilović Zulim, Goran Baloević, Marina Sunara
Publikováno v:
Građevinar, Vol 73, Iss 11., Pp 1109-1128 (2021)
Strong Mw 6.4 Petrinja earthquake from 29.12.2020. took 7 lives and caused catastrophic damage in the Banovina area. The paper presents and analyses the most important earthquake parameters and highlights their importance in understanding the damage
Externí odkaz:
https://doaj.org/article/6778dc6ec6414ae49891f2727197e052
Publikováno v:
Građevinar, Vol 64, Iss 04., Pp 271-284 (2012)
Numerical test results, defining influence of vertical tie columns on the performance of masonry walls subjected to static and dynamic load, are presented in the paper. The analysis focuses on two-storey walls without openings and with openings, with
Externí odkaz:
https://doaj.org/article/ea8198dd61a149ac819247fbf17587db
Publikováno v:
Građevinar, Vol 64, Iss 08., Pp 655-656 (2012)
The static and dynamic analysis results for the arch stone bridge in Mostar are presented. The analysis is based on the numerical model previously developed by the author for static and dynamic analysis of various types of masonry structures. Two bri
Externí odkaz:
https://doaj.org/article/7cc7891eccbd482d87a87988d44d5ce6
Autor:
Alen Harapin, Jure Radnić, Nikola Grgić, Marija Smilović Zulim, Marina Sunara, Ante Buzov, Ivan Banović
The textbook is primarily intended for students and as such fully covers the material from the Basics of Concrete Structures course at the Undergraduate University Study and from the Concrete Structures 1 and Concrete Structures 2 courses at the Unde
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::f5363126350aba712f02d4e11cc0b57f
https://doi.org/10.31534/9789536116966
https://doi.org/10.31534/9789536116966
Publikováno v:
Materialwissenschaft und Werkstofftechnik. 49:606-618
The results of the shake‐table study on the effect of longitudinal reinforcement ratio on the behavior of concrete columns are shown. The small‐scale (1 : 3) model of cantilever columns with mass at their top was exposed to horizontal acceleratio
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::63214d5bf1e4b46ba4f0bee81b3cadcf
https://doi.org/10.1002/mawe.201700246
https://doi.org/10.1002/mawe.201700246
Publikováno v:
Structural Engineering International. 27:449-453
The basic characteristics of the three historic stone arch bridges over the Cetina River in Croatia are presented firstly. The bridges are under protection of the Ministry of Culture of the Republic of Croatia as valuable architectural heritage. The
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::3e74ff4b0c178135523b0ffc429face9
https://doi.org/10.2749/222137917x14881938991320
https://doi.org/10.2749/222137917x14881938991320
Firstly, a finite element numerical model for nonlinear dynamic analysis of masonry walls is briefly presented. The model can simulate the main nonlinear effects of masonry and reinforced concrete. It is simple and intended to the engineering applica
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::f5165ed1578ff0678e7a107bd29b5b34
https://www.bib.irb.hr/1005428
https://www.bib.irb.hr/1005428
Publikováno v:
Coupled systems mechanics. 5:1-20
This paper firstly briefly describes developed numerical model for both static and dynamic analysis of planar structures made of concrete, steel and masonry. The model can simulate the main nonlinearity of such individual and composite structures. Th
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::475132089760863f50ab141581fe54c8
https://doi.org/10.12989/csm.2016.5.1.001
https://doi.org/10.12989/csm.2016.5.1.001
Publikováno v:
Materialwissenschaft und Werkstofftechnik. 46:330-347
The effect of the height-to-length ratio of unreinforced and confined masonry walls under horizontal static and seismic loads was numerically investigated by using a previously developed numerical model of the authors for nonlinear static and dynamic
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::b93a884709c2e6891466593e514f9d8d
https://doi.org/10.1002/mawe.201500409
https://doi.org/10.1002/mawe.201500409
Publikováno v:
Engineering Design Applications ISBN: 9783319790046
This paper presents the numerical test results that consider the effect of anisotropy on the behaviour of unreinforced and confined masonry walls under horizontal harmonic ground acceleration. Two-storey masonry walls with different lengths (3m, 6m,
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::44ae91bfcd44fd8bb82f41be5b252f09
https://www.bib.irb.hr/902102
https://www.bib.irb.hr/902102