Proceedings of the ... International Conference on Offshore Mechanics and Arctic Engineering, Volume 2; Volume 7, Part 2American Society of Mechanical Engineers, 1988 - Arctic regions |
From inside the book
Results 1-3 of 88
Page 41
... structure , shown in Fig.1 , is found to be 1.728 Hz . To investigate the possibility of resonance with the first , second and third harmonics of the wave loading , the wave frequencies chosen , for the cases repor- ted here , are 1.732 ...
... structure , shown in Fig.1 , is found to be 1.728 Hz . To investigate the possibility of resonance with the first , second and third harmonics of the wave loading , the wave frequencies chosen , for the cases repor- ted here , are 1.732 ...
Page 415
... structure which has local nonlinear properties reveals good behavior on resisting collapse . INTRODUCTION Many offshore platforms are located in earthquake zones . How to resist intensive earthquakes , and especially how to prevent ...
... structure which has local nonlinear properties reveals good behavior on resisting collapse . INTRODUCTION Many offshore platforms are located in earthquake zones . How to resist intensive earthquakes , and especially how to prevent ...
Page 423
... Structure d : Outside Diameter of a steel pipe di : Inside Diameter of a steel pipe Modulus of Elasticity of Steel ... structure can be formed . The stabilized tower structure is more resistant to Earthquake Forces due to inclined legs ...
... Structure d : Outside Diameter of a steel pipe di : Inside Diameter of a steel pipe Modulus of Elasticity of Steel ... structure can be formed . The stabilized tower structure is more resistant to Earthquake Forces due to inclined legs ...
Contents
HYDRODYNAMIC FORCESI | 1 |
Catchment Regions of Multiple Dynamic Responses in Nonlinear Problems of Offshore Mechanics | 15 |
OFFSHORE TECHNOLOGY GEOTECHNICAL ENGINEERING | 21 |
Copyright | |
40 other sections not shown
Other editions - View all
Common terms and phrases
acting amplitude analysis angle applied approximately assumed body boundary breaker breaking calculated coefficient compared comparison component computed considered corresponding cylinder damping density depend depth determined diameter direction distribution drag drift force dynamic effects elevation energy Engineering equation estimated excitation experimental experiments expressed field Figure flow fluid free surface frequency function given horizontal hydrodynamic incident increase integral irregular length linear load mass maximum mean measured Mechanics method motion obtained Ocean Offshore oscillation parameters period phase potential predicted present pressure probability problem range ratio region regular waves relative Research respectively response second order shear ship shown shows simulation solution spectra spectrum structure surface Table theory values velocity vertical vortex wave drift wave forces wave height wind