Proceedings of the ... International Conference on Offshore Mechanics and Arctic Engineering, Volume 16, Part 1American Society of Mechanical Engineers, 1997 - Arctic regions |
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Page 307
... piles are grouped together . The load sharing among the individual piles is not uniform in these pile groups under lateral loads . Hence it is necessary to analyze load , deflection and flexural behaviour of group to assess the actual ...
... piles are grouped together . The load sharing among the individual piles is not uniform in these pile groups under lateral loads . Hence it is necessary to analyze load , deflection and flexural behaviour of group to assess the actual ...
Page 308
... pile heads were connected by a thin pile cap by screwing the piles into cap using suitable sockets . For the sizes of pile groups chosen , the test tank was sufficiently large enough to minimize the side effects . The soil in fully ...
... pile heads were connected by a thin pile cap by screwing the piles into cap using suitable sockets . For the sizes of pile groups chosen , the test tank was sufficiently large enough to minimize the side effects . The soil in fully ...
Page 309
front pile obstructs the failure wedge forming in front of rear pile ( 4 ) causing loss of passive resistance . This leads to reduced capacities and increased bending moments in rear piles . On the other hand when the two piles are ...
front pile obstructs the failure wedge forming in front of rear pile ( 4 ) causing loss of passive resistance . This leads to reduced capacities and increased bending moments in rear piles . On the other hand when the two piles are ...
Contents
HYDRODYNAMIC FORCES | 1 |
The Irregular Breaking Wave Forces on Vertical Wall | 13 |
Steady Drift Forces and Yaw Moment Due to Waves With Slow Current | 47 |
Copyright | |
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added mass amplitude analysis anchor angle axial stress breakwater cable caisson calculated catenary components computed configuration cylinder damping diameter diffraction displacement domain drag coefficient dynamic effect element Engineering equation evaluation excitation experimental experiments Fieldbus Figure flow fluid FPSO free surface function Green function guidewire heave horizontal hull hydrodynamic incident wave installation integral interaction irregular waves Japan length linear load matrix maximum measured method mode mooring line mooring system motion nonlinear numerical obtained Ocean Offshore Technology ASME oscillation parameters PETROBRAS piles pipe string pitch moment platform predicted present ratio response riser ship shown in Fig simulation sloshing pressure solution speed stress surge tank Technology ASME 1997 tension Tension Leg Platform theory third order tsunami vector velocity potential vertical vessel vortex shedding water depth wave force wave height wave period wave power