Zobrazeno 1 - 6
of 6
pro vyhledávání: '"Hrvoje Vukić"'
Publikováno v:
Građevinar, Vol 73, Iss 05., Pp 509-522 (2021)
Procedures for estimating damage and remaining bearing capacity of RC structures after fire are presented in the paper. The damage to structural RC elements of a column, beam, slab, wall, and connection details, is presented in the paper. Although RC
Externí odkaz:
https://doaj.org/article/99f5e9516b324da5840a34da1ac695eb
Publikováno v:
In Procedia Structural Integrity 2024 64:908-917
Publikováno v:
WIT Transactions on The Built Environment.
Croatia is a seismically active country, with recorded devastating earthquakes – among which is the Zagreb earthquake of 1880, when many buildings have been destroyed. Since that time 140 years have passed, and little has been done to prepare the c
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::cc67b8d3a08eab7d1d305fd3b8e00d7e
https://doi.org/10.2495/str210141
https://doi.org/10.2495/str210141
Procedures for estimating damage and remaining bearing capacity of RC structures after fire are presented in the paper. The paper describes the effect of fire on structures, the danger it poses for the loss of human lives, and financial losses it may
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=57a035e5b1ae::565580322f0dc0b89d6865286571418e
https://www.bib.irb.hr/1140669
https://www.bib.irb.hr/1140669
Publikováno v:
WIT Transactions on The Built Environment.
In this paper a masonry baroque Dubrovnik Cathedral is analysed using the structural assessment method specific for historical buildings. The paper also describes the phases of an integrated approach to obtain accurate structure condition according t
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::a15281810b5a5d108717775610e92332
https://doi.org/10.2495/str190401
https://doi.org/10.2495/str190401
Publikováno v:
Engineering Power : Bulletin of the Croatian Academy of Engineering
Volume 13
Issue 4.
Volume 13
Issue 4.
The paper describes the experimental research of masonry columns behavior under the load of vertical compression. A total of thirty-four specimens were tested: three unconfined specimens and thirty-one specimens confined with GFRP straps. In addition
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=od_______951::0e8926a7126079c0742b00fad37892fe
https://hrcak.srce.hr/217523
https://hrcak.srce.hr/217523