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1-11 of 11
Keywords: mean wave height
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Proceedings Papers
Paper presented at the The Fifteenth International Offshore and Polar Engineering Conference, June 19–24, 2005
Paper Number: ISOPE-I-05-410
..., it is not always clear to figure out appropriate seismic motions from the design points of views. The uncertainty effect on the response quantities is examined with the MCS method in the present study. Namely, uncertain parameters such as mean wave height, inertia coefficient, drag coefficient of Morison equation...
Proceedings Papers
Paper presented at the The Fifteenth International Offshore and Polar Engineering Conference, June 19–24, 2005
Paper Number: ISOPE-I-05-332
... in a three-dimensional wave basin (Fig.1). exchange water turbidity concentration experimental condition wave height wave basin breakwater layout concentration model harbor symbol show offshore maintain tranquility mean wave height breakwater harbor entrance morita Study...
Proceedings Papers
Paper presented at the The Fourteenth International Offshore and Polar Engineering Conference, May 23–28, 2004
Paper Number: ISOPE-I-04-110
... wave force displacement coefficient simulation upstream oil & gas denote maximum displacement offshore structure mean wave height mean wave period response evaluation reliability index MCS Evaluations on Dynamic Responses of an Offshore Structure with Uncertainties Kenji Kawano1...
Proceedings Papers
Paper presented at the The Thirteenth International Offshore and Polar Engineering Conference, May 25–30, 2003
Paper Number: ISOPE-I-03-269
... current effect offshore structure designer wave extreme response engineering kawano frequency taniguchi current force mean wave height structural response wave height current load drag force upstream oil & gas wave force design drag force current velocity Designer Wave and Current...
Proceedings Papers
Paper presented at the The Twelfth International Offshore and Polar Engineering Conference, May 26–31, 2002
Paper Number: ISOPE-I-02-458
... intelligence mean wave period nonlinear dynamic response mean wave height denote contribution reliability index Nonlinear Dynamic Responses of a Large Offshore Structure with Uncertain Parameters Kenji KAWANO )1 and Tutomu HASHIMOTO )2 1) Professor, Department of civil engineering, Kagoshima...
Proceedings Papers
Paper presented at the The Twelfth International Offshore and Polar Engineering Conference, May 26–31, 2002
Paper Number: ISOPE-I-02-325
... by multiplying modification factors and the wave force based on Morrison's equation with the mean wave height and mean wave period. INTRODUCTION The dynamic response of offshore structures subjected to random wave forces can be computed by the random vibration analysis (Malhotra and Penzien 1970a), and its...
Proceedings Papers
Paper presented at the The Eleventh International Offshore and Polar Engineering Conference, June 17–22, 2001
Paper Number: ISOPE-I-01-046
... (1) (2) where parameters t2 and fl is are taken as 4210 and 1052, respectively. The ¢i is a random number with a uniform distribution, and n and T denote the mean wave height and mean wave period, respectively. If the sea surface motion is given by Eq.(2), the water particle motion at any depth can...
Proceedings Papers
Paper presented at the The Ninth International Offshore and Polar Engineering Conference, May 30–June 4, 1999
Paper Number: ISOPE-I-99-227
... height in parts of the North Atlantic. By the late 1980's there were sufficient years of wave measurements at a few locations in the NE Atlantic to suggest a statistically significant increase in mean wave heights. This suggestion, together with a widespread feeling that winter storms were getting more...
Proceedings Papers
Paper presented at the The Eighth International Offshore and Polar Engineering Conference, May 24–29, 1998
Paper Number: ISOPE-I-98-048
... spectral density function of sea surface motion S 1]1] (OJ) can be expressed with the mean wave period T ,and the mean wave height H as follows: 4210(H)' 1 , Sws- -, cxp( -1052 ) w T wT (I) When offshore structures are built in regions where current flows exist, these offshore structures are subjected...
Proceedings Papers
Paper presented at the The Third International Offshore and Polar Engineering Conference, June 6–11, 1993
Paper Number: ISOPE-I-93-227
... ABSTRACT: Time series of winds, deduced from atmospheric pressure, have been used to compute monthly mean significant wave heights from January 1881 to December 1989. It is evident from these time series that the mean wave heights are subject to significant variations on short as well...
Proceedings Papers
Paper presented at the The Second International Offshore and Polar Engineering Conference, June 14–19, 1992
Paper Number: ISOPE-I-92-306
... spectral density function mean wave height evaluation inertia coefficient displacement offshore structure uncertain parameter variation parameter effect reservoir characterization upstream oil & gas random variable coefficient equation l-- Proceedings of the Second (1992) International...