Proceedings of the ... International Conference on Offshore Mechanics and Arctic Engineering, Volume 12, Parts 1-2American Society of Mechanical Engineers, 1993 - Arctic regions |
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Page 498
Load level Load level 1 + Member failure First yield 2 Displacement magnified x 25 3 . 4 . The members resisting environmental loading may be governed by other design requirements ( e.g. load out , transportation , launch ) . Cyclic ...
Load level Load level 1 + Member failure First yield 2 Displacement magnified x 25 3 . 4 . The members resisting environmental loading may be governed by other design requirements ( e.g. load out , transportation , launch ) . Cyclic ...
Page 531
Loading The following load sets are used in the present studies : • Functional and gravity loads • Dead load ( gravity ) Buoyancy ( corresponding to design water level ) Live ( operational ) loads Environmental characteristic loads ...
Loading The following load sets are used in the present studies : • Functional and gravity loads • Dead load ( gravity ) Buoyancy ( corresponding to design water level ) Live ( operational ) loads Environmental characteristic loads ...
Page 274
CAPT CARL Vertical equilibrium Moment equilibrium loading history for the vertical loads was considered in the evaluation of ... load levels . Since the data were not sufficient to establish the distribution functions , a simple uniform ...
CAPT CARL Vertical equilibrium Moment equilibrium loading history for the vertical loads was considered in the evaluation of ... load levels . Since the data were not sufficient to establish the distribution functions , a simple uniform ...
Contents
OCEAN WAVES AND ENERGY | 1 |
OFFSHORE MECHANICS AND ARCTIC ENGINEERING | 13 |
The Effect of NonColinear Wave Wind and Current Loading on Dynamic Response of a Tension | 17 |
Copyright | |
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acceleration added mass amplitude analysis angle boundary condition calculated cavitation circular cylinder Comparison compliant compliant tower components computed cosh cyclic cylinder diffraction direction displacement domain drag coefficient drag force drift force dynamic effects Engineering equation experimental Figure finite element floating body fluid forward speed free surface function Green's function heave horizontal hydrodynamic hydrodynamic force incident wave integral interaction irregular waves joint kinematics lift force linear matrix measured method mode mooring line Morison motion nonlinear obtained Ocean Ocean Engineering offshore structures OMAE oscillating parameters peak pile platform pontoons predicted propagation random wave ratio Rayleigh distribution response second-order ship SHIPMO shown in Fig simulation solution spectral spectrum storm surge tanker tension leg platform tests theory values velocity potential vortex water depth wave exciting wave forces wave height wave loading wavemaker wavenumber wind