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 531
Loading The following load sets are used in the present studies : • Functional and gravity loads • Dead load ... loading envelopes ' for the different load combinations . Figure 2a shows load envelopes for structure AO . Base shear for ...
Loading The following load sets are used in the present studies : • Functional and gravity loads • Dead load ... loading envelopes ' for the different load combinations . Figure 2a shows load envelopes for structure AO . Base shear for ...
Page 533
side loading the response is approximately linear up to a peak load , followed by a sudden collapse due to extensive brace failure ( Figure 8a ) . The first peak is due to failure of two compression braces over elevation 2 - the ...
side loading the response is approximately linear up to a peak load , followed by a sudden collapse due to extensive brace failure ( Figure 8a ) . The first peak is due to failure of two compression braces over elevation 2 - the ...
Page 534
... loading . The response under monotonic loading ( pushover analysis ) is quite regular for this loading direction , with a gradual reduction of stiffness up to the collapse load and a smooth load reduction in the post - collapse range ...
... loading . The response under monotonic loading ( pushover analysis ) is quite regular for this loading direction , with a gradual reduction of stiffness up to the collapse load and a smooth load reduction in the post - collapse range ...
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