Zobrazeno 1 - 5
of 5
pro vyhledávání: '"Jurko Zovkić"'
Autor:
Jurko Zovkić, Zlata Dolaček-Alduk
Publikováno v:
Buildings, Vol 14, Iss 7, p 1898 (2024)
The impact of ultimate limit state checks on the fire resistance of the cross-section (element) of softwood structural timber is analyzed in this study, which was found to depend on the cross-sectional area, strength class or material quality express
Externí odkaz:
https://doaj.org/article/4faae27c793644c7b11910d25e342e28
The interaction of a steel frame and its masonry infill under horizontal loads has both beneficial and detrimental aspects, both complex to encompass in design guidelines due to a large number of variables. There are various approaches to this proble
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::17f2d60d3edae034e9e21a1a2f0a22ad
https://www.bib.irb.hr/1033173
https://www.bib.irb.hr/1033173
Publikováno v:
Electronic Journal of the Faculty of Civil Engineering Osijek-e-GFOS
Volume 5
Issue 9
Volume 5
Issue 9
This paper provides a systematic review of research on glued laminated timber beams with circular and rectangular openings. Experiments on girders with unreinforced openings varied several parameters, including the girder span and shape, opening posi
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::d3cbf58c46eaed1b8b8547787d019153
https://doi.org/10.13167/2014.9.3
https://doi.org/10.13167/2014.9.3
Publikováno v:
Earthquake Engineering & Structural Dynamics. 42:1131-1149
In this paper a contribution of various types of masonry infill to the behaviour of reinforced-concrete frames under lateral loads is presented. As a part of the bigger project, ten one-bay, one storey reinforced-concrete frames were designed accordi
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::620d63a0eb7e54e858bd42a56afe184c
https://doi.org/10.1002/eqe.2263
https://doi.org/10.1002/eqe.2263
Publikováno v:
Tehnički vjesnik
Volume 15
Issue 4
Volume 15
Issue 4
Modeliranje ponašanja stvarnih konstrukcija je složeno i sadrži mnoge nepoznate veličine: način gradnje, ugrađeni materijal, raspodjela mase i krutosti, stanje konstrukcije, itd. koje je nužno pretpostaviti. Ove nepoznanice čine nerazumnima p
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=dedup_wf_001::b932b6d1dab740e0508f32981251dddf
https://www.bib.irb.hr/382231
https://www.bib.irb.hr/382231