Proceedings of the ... International Conference on Offshore Mechanics and Arctic Engineering, Volume 4; Volume 8, Part 4American Society of Mechanical Engineers, 1989 - Arctic regions |
From inside the book
Results 1-3 of 86
Page 101
... distribution ; in the absence of statistical , model and resistance uncertainties , the prescribed exeedance probability B be xd taylored exactly to satisfy the reliability requirements . The problem with this approach is that ẞ turns ...
... distribution ; in the absence of statistical , model and resistance uncertainties , the prescribed exeedance probability B be xd taylored exactly to satisfy the reliability requirements . The problem with this approach is that ẞ turns ...
Page 117
... distribution that is important . It is noted that the distribution is not Gaussian . Graham and Jefferies ( 1986 ) provide data on Kovalues in Beaufort Sea hydraulically placed sand fills determined from pressuremeter tests . They ...
... distribution that is important . It is noted that the distribution is not Gaussian . Graham and Jefferies ( 1986 ) provide data on Kovalues in Beaufort Sea hydraulically placed sand fills determined from pressuremeter tests . They ...
Page 132
... distribution . The method used to compute the relative frequency distribution of clay strength assumed that the bearing capacity factor for the CPT was both fixed and known precisely . In fact , one should consider a distribution of ...
... distribution . The method used to compute the relative frequency distribution of clay strength assumed that the bearing capacity factor for the CPT was both fixed and known precisely . In fact , one should consider a distribution of ...
Contents
OFFSHORE MECHANICS | 1 |
The Growth of Radial Cracks in Ice Sheets | 7 |
ICE FORCES | 11 |
Copyright | |
30 other sections not shown
Other editions - View all
Common terms and phrases
analysis angle Arctic Engineering assumed Barents Sea Beaufort Sea behaviour berm Bjørnøya calculated coefficient Cole components computed Conference on Offshore constant constitutive equation damage evolution damage model deformation density depth determined diameter distribution dynamic effect energy equation experimental factor failure force fracture mechanics fracture toughness frequency friction function Geogrid grain horizontal ice floe ice load ice sheet ice thickness iceberg icebreaking impact increase indentor initial interaction keel material maximum measured Mechanics and Arctic Mellor microcracks modulus motion notch nucleation observed obtained ocean Offshore Mechanics parameters peak stress plane polycrystalline ice predicted pressure probability Proc radar ratio resistance ridge samples sea ice seabed shear shear stress ship shown in Figure simulation specimen spray ice strain rate strain tensor strength structure surface temperature tensile tensile stress tensor tests uniaxial compression variable vector velocity vertical wave Young's modulus