Zobrazeno 1 - 10
of 28
pro vyhledávání: '"Cubipod armors"'
Autor:
Pažanin, Tea
Ovim radom, na temelju dostupnih podataka o vjetru, definira se projektni val koji je polazište za određivanje parametara lukobrana. Zadatkom je definirana potrebna težina betonskog Cubipod bloka, nagib pokosa, debljina slojeva te kota krune lukob
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=od______4003::0b3d23014c0041e69369966450203f9f
https://urn.nsk.hr/urn:nbn:hr:123:041879
https://urn.nsk.hr/urn:nbn:hr:123:041879
Autor:
Pažanin, Tea
Ovim radom, na temelju dostupnih podataka o vjetru, definira se projektni val koji je polazište za određivanje parametara lukobrana. Zadatkom je definirana potrebna težina betonskog Cubipod bloka, nagib pokosa, debljina slojeva te kota krune lukob
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=od______4112::b7a8f677538637162df292bfdaddb48c
https://repozitorij.svkst.unist.hr/islandora/object/gradst:2222
https://repozitorij.svkst.unist.hr/islandora/object/gradst:2222
Publikováno v:
Journal of Marine Science & Engineering; Dec2018, Vol. 6 Issue 4, p150, 1p
Autor:
Gómez-Martín, M. Esther, Medina, Josep R.1
Publikováno v:
Journal of Waterway, Port, Coastal & Ocean Engineering. Jan/Feb2014, Vol. 140 Issue 1, p100-108. 9p.
Publikováno v:
Coastal Structures 2011 - Proceedings of the 6th International Conference (In 2 Volumes); 2013, p743-754, 12p
Publikováno v:
Journal of Marine Science & Engineering; Sep2021, Vol. 9 Issue 9, p952-952, 1p
Autor:
Molines, Jorge1 jormollo@upvnet.upv.es, Medina, Josep R.1 jrmedina@upv.es
Publikováno v:
Coastal Engineering. Feb2015, Vol. 96, p62-70. 9p.
Autor:
Medina, Josep R.1 jrmedina@upv.es, Gómez-Martín, M. Esther2 esther.gomez@ua.es, Corredor, Antonio3 acorred@ohl.es, Torres, Rafael4 rtorres@ohl.es, Miñana, Juan V.5 jvicmina@ohl.es, Fernández, Enrique6 efernand@ohl.es, Menéndez, Carlos F.7 cmenende@ohl.es, Santos, Moisés8 mosantos@ohl.es
Publikováno v:
Journal of Waterway, Port, Coastal & Ocean Engineering. Mar2011, Vol. 137 Issue 2, p54-63. 10p. 2 Color Photographs, 5 Diagrams, 3 Charts, 1 Graph.
Publikováno v:
Journal of Marine Science and Engineering, Vol 9, Iss 9, p 952 (2021)
Armor damage due to wave attack is the principal failure mode to be considered when designing conventional mound breakwaters. Armor layers of mound breakwaters are typically designed using formulas in the literature for non-overtopped mound breakwate
Externí odkaz:
https://doaj.org/article/0a3a2135bcb744368b313580e847c841
Autor:
Gómez Martín, María Esther
[EN] The armor layer of mound breakwaters, made of large quarry-stone or precast concrete units, must withstand the forces generated by waves breaking on the slope during wave storms. This PhD focuses on the hydraulic stability of mound breakwaters a
Externí odkaz:
http://hdl.handle.net/10251/59231