Proceedings of the ... International Conference on Offshore Mechanics and Arctic Engineering, Volume 5American Society of Mechanical Engineers, 2001 - Arctic regions |
From inside the book
Results 1-3 of 67
Page 39
... reduced drastically . Fig.6 shows hybrid wave load reducing system by floating breakwater and wave energy absorbing device . Reduce 12m Wave Wave Height Reduce Wave Load 5. WAVE ENERGY ABSORBING DEVICE 5.1 Reducing Wave Load by Wave ...
... reduced drastically . Fig.6 shows hybrid wave load reducing system by floating breakwater and wave energy absorbing device . Reduce 12m Wave Wave Height Reduce Wave Load 5. WAVE ENERGY ABSORBING DEVICE 5.1 Reducing Wave Load by Wave ...
Page 41
... reduce bending moment . But reducing hydroelastic response at only front edge does not mean reducing bending moment every time , but sometimes increases it at a little inside of front edge especially in the case of diagonal waves . And ...
... reduce bending moment . But reducing hydroelastic response at only front edge does not mean reducing bending moment every time , but sometimes increases it at a little inside of front edge especially in the case of diagonal waves . And ...
Page 46
... reduce the elastic response of main body , but it is not sufficient against to severe sea condition . Therefore , in order to reduce the incident wave height , the floating breakwater is arranged around weather side of Eco - Float ...
... reduce the elastic response of main body , but it is not sufficient against to severe sea condition . Therefore , in order to reduce the incident wave height , the floating breakwater is arranged around weather side of Eco - Float ...
Contents
OMAE2001OSU5019 | 93 |
OMAE2001OSU5021 | 101 |
OMAE2001OSU5022 | 111 |
Copyright | |
32 other sections not shown
Other editions - View all
Common terms and phrases
20th International Conference ABAQUS air chamber amplitude analysis angle Arctic Engineering beam bending breakwater bridge calculated CO₂ coefficient Conference on Offshore connector construction damping deformation developed diffraction distribution drift force dynamic ecosystem model effect elastic response environmental equation experimental FBSP Feb May Aug fence Figure floating breakwater flow freak waves frequency function girder guide vane hindcast HIPAN horizontal hydrodynamic hydroelastic response incident wave irregular waves Japan Large Floating Structures layer linear load maneuvers measured Mechanics and Arctic Mega-Float method Mobile Offshore Base model tests modules moon-pool mooring forces mooring system motion mussels non-linear ocean Offshore Mechanics PETROBRAS phytoplankton predicted RADARSAT-1 reef Rio de Janeiro ship shoreline shown shows significant wave height simulation submerged plate suction Tokyo Bay turbine Uchiumi velocity vertical displacements VLFS water depth wave energy absorbing wave period wave power wind