Zobrazeno 1 - 10
of 17
pro vyhledávání: '"Ante Buzov"'
Publikováno v:
Applied Sciences, Vol 13, Iss 20, p 11494 (2023)
In this study, modal and structural identification of a historic masonry bell tower in Čuntići, Croatia, damaged during the recent Petrinja earthquake, was performed. The results of the ambient vibration tests (AVT) and operational modal analysis (
Externí odkaz:
https://doaj.org/article/63801ed052e04b0c8df2983847551e08
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:
Advances in Materials Science and Engineering, Vol 2018 (2018)
The results of a shake-table study on the effect of the drum height on the seismic behaviour and bearing capacity of small-scale free-standing multidrum columns are presented. Columns of equal height with one, three, and six drums through their heigh
Externí odkaz:
https://doaj.org/article/f4b05d912b3c4e5aa5f14584a6fe56bf
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
The effect of geogrid on the efficiency of geotechnical seismic isolation using a layer of stone pebbles is experimentally investigated in this study. Four different foundation support cases (rigid base, thin layer of stone pebble, thin layer of ston
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::d617f419e8601ad171f37412545e5aa3
https://doi.org/10.1016/j.soildyn.2023.107941
https://doi.org/10.1016/j.soildyn.2023.107941
Publikováno v:
Construction and Building Materials. 214:121-132
The results of a shake-table study of the effects of the joint type on the seismic behaviour of free-standing small-scale multi-drum column are presented. Columns with three types of joints, loaded only with their own weight and with additional weigh
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::4528c81d07250b0354ff7a5b6598cf0c
https://doi.org/10.1016/j.conbuildmat.2019.04.118
https://doi.org/10.1016/j.conbuildmat.2019.04.118
Publikováno v:
Composites Part B: Engineering. 162:250-258
The paper presents some results of a shake-table study on the effects of several bolt parameters on the bearing capacity of a composite free-standing multi-drum stone column under an earthquake. In each test, a small-scale column with six blocks per
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::23294a8412a2d755298a55444393f530
https://doi.org/10.1016/j.compositesb.2018.10.104
https://doi.org/10.1016/j.compositesb.2018.10.104
Autor:
Ante Buzov
In this thesis, the effect of several important parameters on the behaviour and bearing capacity of multi-drum stone columns loaded by short-term static loads and earthquakes was investigated. These parameters have not been investigated to date or ha
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::1d4e716952e209ed652755a9e6aba454
https://doi.org/10.31534/doct.048.buza
https://doi.org/10.31534/doct.048.buza
This paper presents some experimental results and main conclusions regarding the effects of the drum height, joint type, and several bolt parameters on the bearing capacity of composite multi-drum stone columns exposed to static and earthquake loads.
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::88c7c965c0ea4f46656371ab40ba010f
https://www.bib.irb.hr/1135391
https://www.bib.irb.hr/1135391
Publikováno v:
Composites Part B: Engineering. 148:243-251
The results of a experimental study on the effect of the drum height on the bearing capacity of composite multi-drum column under axial compression force and lateral horizontal force were presented. Small scale columns with two, four, six and twelve
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::ca70ab5c94499e24dbc55f6d03b13d24
https://doi.org/10.1016/j.compositesb.2018.05.005
https://doi.org/10.1016/j.compositesb.2018.05.005