Zobrazeno 1 - 4
of 4
pro vyhledávání: '"Domagoj Buklijaš-Kobojević"'
Publikováno v:
Građevinar, Vol 68, Iss 11., Pp 907-917 (2016)
The main load-carrying structure, to be built as an extension to the passenger terminal building at Split Airport, is presented in the paper. The structure is complex and comprises various types of facilities (building, bridge, membrane shed), variou
Externí odkaz:
https://doaj.org/article/501b351341e04dceb1b363e0b8141d51
Publikováno v:
Građevinar, Vol 67, Iss 10., Pp 959-973 (2015)
A newly developed numerical model for the analysis of stress-ribbon bridges under the short-term (static and dynamic) and long-term loads and actions is presented in the paper. The model can simulate main nonlinear effects of the behaviour of these s
Externí odkaz:
https://doaj.org/article/19c8b875736d4d6bbccd8ea5b867c4cb
Publikováno v:
Građevinar, Vol 68, Iss 11., Pp 907-917 (2016)
Građevinar
Volume 68
Issue 11.
Građevinar
Volume 68
Issue 11.
U radu je prikazana glavna nosiva konstrukcija dogradnje putničkog terminala Zračne luke Split. Konstrukcija je složena i obuhvaća različite tipove građevina (zgrada, most, membranski trijem), različite nosive sustave (prostorna rešetka, pros
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::f81ee91ff7e0255eba2340320fef5724
https://doi.org/10.14256/jce.1674.2016
https://doi.org/10.14256/jce.1674.2016
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