Zobrazeno 1 - 10
of 23
pro vyhledávání: '"Katsuhiko KURATA"'
Autor:
Katsuhiko KURATA, Noboru KUCHIDA
Publikováno v:
Doboku Gakkai Ronbunshu. 1999:277-280
WAVE FORCES ON A STRUCTURE INSTALLED ON A SUBMERGED BREAKWATER AND APPLICABILITY OF MORISON EQUATION
Publikováno v:
PROCEEDINGS OF CIVIL ENGINEERING IN THE OCEAN. 15:357-362
Wave forces on a structure installed on a submerged breakwater have been measured to investigate their characteristics. It has been observed that the impulsive wave force due to wave breaking acts on the structure located the vicinity of the leading
Publikováno v:
PROCEEDINGS OF CIVIL ENGINEERING IN THE OCEAN. 12:85-90
A new type of breakwater with a step-shaped slit caisson has been developed and some very fascinating results have been found.It was found that this breakwater has low reflection in a wider range of wave fre quency compared to conventional slit-type
Publikováno v:
Coastal Engineering in Japan. 38:19-38
Characteristics of wave forces and the drag and inertia coefficients on a vertical circular cylinder with small diameter in a two-crossing wave field have been experimentally investigated. The maxi...
Publikováno v:
PROCEEDINGS OF CIVIL ENGINEERING IN THE OCEAN. 10:283-288
In this study, the pertinent characteristics of wave forces acting on vertical circular cylinder in two crossing wave fields are experimentally investigated.The maximum wave force of crossing waves is large in case of crossing angle odegree, compared
Publikováno v:
PROCEEDINGS OF CIVIL ENGINEERING IN THE OCEAN. 10:301-306
This paper is aimed to investigate the pertinent characteristics of velocity field of nonlinear crossing waves in finite water depth, based on the laboratory experiments and the 3rd-order crossing wave theory. The 3rd-order crossing wave theory is sh
Publikováno v:
PROCEEDINGS OF CIVIL ENGINEERING IN THE OCEAN. 8:349-354
Publikováno v:
Coastal Engineering 1996.
Autor:
Shoshichiro Nagai, Katsuhiko Kurata
Publikováno v:
Proceedings of the Japan Society of Civil Engineers. 1971:57-64
Autor:
Katsuhiko Kurata, Shoshichiro Nagai
Publikováno v:
Coastal Engineering 1974.
The wave-pressure formulas derived in our laboratory have been verified by the investigations of the slide of the vertical walls of composite-type breakwaters due to severe waves during heavy storms which have attacked numerous harbors in Japan since