Proceedings of the ... International Conference on Offshore Mechanics and Arctic Engineering, Volume 5American Society of Mechanical Engineers, 2001 - Arctic regions |
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Page 51
Po is an initial pressure in the air chamber , Vo is an initial volume of the air chamber , p is fluid density , g is the acceleration of gravity , w is angular frequency , Az represents vertical displacement of the water surface in the ...
Po is an initial pressure in the air chamber , Vo is an initial volume of the air chamber , p is fluid density , g is the acceleration of gravity , w is angular frequency , Az represents vertical displacement of the water surface in the ...
Page 121
The test results were used to ( 1 ) calibrate the mobilized effective soil friction angle ratio which describes the change in soil strength caused by the suction pressure applied during installation and ( 2 ) validate the mobilized ...
The test results were used to ( 1 ) calibrate the mobilized effective soil friction angle ratio which describes the change in soil strength caused by the suction pressure applied during installation and ( 2 ) validate the mobilized ...
Page 123
Test # Remarks ( pile type ) 0.8101 Pile - 1 Test 1 Suction pressure Pile penetration ( kg / cm2 ) ( mm ) 0.449 Test 2 Test 3 Test 4 Test 5 Test 6 Test 7 Test 8 4. Preber , T. , Bang , S. , Cho. Table - 5 Results of Test 1 Table – 6 ...
Test # Remarks ( pile type ) 0.8101 Pile - 1 Test 1 Suction pressure Pile penetration ( kg / cm2 ) ( mm ) 0.449 Test 2 Test 3 Test 4 Test 5 Test 6 Test 7 Test 8 4. Preber , T. , Bang , S. , Cho. Table - 5 Results of Test 1 Table – 6 ...
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Contents
OMAE2001OSU5019 | 93 |
OMAE2001OSU5021 | 101 |
OMAE2001OSU5022 | 111 |
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amplitude analysis angle applied arrangement assumed beam bending body bottom breakwater bridge calculated chamber coefficient compared components concept Conference considered construction deformation depth described developed device direction displacement distribution dynamic effect elastic element Engineering equation evaluate experiment experimental field Figure floating structure flow force frequency function girder horizontal hydrodynamic hydroelastic increase International irregular waves Japan layer length linear load maneuvers mass mean measured Mega-Float method mode modules mooring motion observed obtained ocean Offshore operation performance position predicted present pressure problem Proceedings ratio reduce reef region Research respectively response rigid scale ship shown shows side significant simulation spectrum submerged plate surface Table Tokyo turbine University vertical VLFS wave energy wave height wave period wind