Zobrazeno 1 - 10
of 11
pro vyhledávání: '"Toshiya Kyono"'
Publikováno v:
PROCEEDINGS OF CIVIL ENGINEERING IN THE OCEAN. 21:933-938
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::6ed7d76593196e1ad28f1983e51ccec6
https://doi.org/10.2208/prooe.21.933
https://doi.org/10.2208/prooe.21.933
Autor:
Takashi Nagao, Toshiya Kyono, Katsunori Yasuda, Ataru Honda, Takeshi Yoshioka, Hitoshi Nakase
Publikováno v:
PROCEEDINGS OF CIVIL ENGINEERING IN THE OCEAN. 21:981-986
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::4d82ba2239081c81a9a92a7430957f7f
https://doi.org/10.2208/prooe.21.981
https://doi.org/10.2208/prooe.21.981
Publikováno v:
PROCEEDINGS OF CIVIL ENGINEERING IN THE OCEAN. 20:79-84
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::2f6f164953bee56887e894b960df879b
https://doi.org/10.2208/prooe.20.79
https://doi.org/10.2208/prooe.20.79
Publikováno v:
PROCEEDINGS OF CIVIL ENGINEERING IN THE OCEAN. 20:773-778
This research investigated the difference in the characteristic of wave forces which acts on the superstructure by the existence and the scale of lower caves. The section form of sloping breakwater where settlement of wave dissipating blocks was take
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::da67f6051eb7d1f3a4d2ea95cd9cac6b
https://doi.org/10.2208/prooe.20.773
https://doi.org/10.2208/prooe.20.773
Publikováno v:
PROCEEDINGS OF CIVIL ENGINEERING IN THE OCEAN. 18:623-628
In this study, in order to evaluate harbor tranquility and predict effective use of berth for site plan of port facilities, “time series simulation of berth utilization factor” is developed and the method of predicting berth operation is studied.
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::c3b2c96d6f4bf5413de4725ab26c6648
https://doi.org/10.2208/prooe.18.623
https://doi.org/10.2208/prooe.18.623
STUDY ABOUT APPLICATION OF PERFORMANCE-BASED DESIGN TO HALF-SUBMERGED SLOPING TOP CAISSON BREAKWATER
Publikováno v:
PROCEEDINGS OF CIVIL ENGINEERING IN THE OCEAN. 17:265-270
The Performance-Based Design can be used as a method of rationally determining thesection of a breakwater. We have already proposed the designing method of the breakwater for two failure modes of sliding and settlement as well as its safety evaluatio
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::62b96a3fcbeebcabc08123ed16eea325
https://doi.org/10.2208/prooe.17.265
https://doi.org/10.2208/prooe.17.265
Publikováno v:
PROCEEDINGS OF CIVIL ENGINEERING IN THE OCEAN. 14:65-70
The possibility of the conception on an offshore thermal power plant (TEALAND) t hat does not depend on a conventional reclamation method is evaluated here for the purpo se of reducing the cost to supply electric power. The special feature of this co
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::ae49835222d645a97f40f2e0cac566a7
https://doi.org/10.2208/prooe.14.65
https://doi.org/10.2208/prooe.14.65
Publikováno v:
PROCEEDINGS OF CIVIL ENGINEERING IN THE OCEAN. 13:87-92
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::1726bb41e390aea794ef8f6629f1881e
https://doi.org/10.2208/prooe.13.87
https://doi.org/10.2208/prooe.13.87
Publikováno v:
Doboku Gakkai Ronbunshu. 1992:55-64
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::fc93bcffe82dcc4918fc8e260df10c2d
https://doi.org/10.2208/jscej.1992.454_55
https://doi.org/10.2208/jscej.1992.454_55
Publikováno v:
Coastal Engineering 2000.
Directional spectra sometimes have two peak directions due either to waves fxom two generation areas, or to incident and reflected waves. In the present study, a method for estimating standardized bimodal directional spectra for a three-component arr
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::387cba39d5b056720a040b8650b722d3
https://doi.org/10.1061/40549(276)94
https://doi.org/10.1061/40549(276)94