Proceedings of the ... International Conference on Offshore Mechanics and Arctic Engineering, Volume 9, Part 4American Society of Mechanical Engineers, 1990 - Arctic regions |
From inside the book
Results 1-3 of 51
Page 180
... respectively . It is of interest to compare the maximum principal stresses recorded for these two sensor types for ... respectively . The sensors in rosettes 1 and 2 were placed at centreline depths of 0.8 m and 1.5 m , respectively ...
... respectively . It is of interest to compare the maximum principal stresses recorded for these two sensor types for ... respectively . The sensors in rosettes 1 and 2 were placed at centreline depths of 0.8 m and 1.5 m , respectively ...
Page 180
... respectively . It is of interest to compare the maximum principal stresses recorded for these two sensor types for ... respectively . The sensors in rosettes 1 and 2 were placed at centreline depths of 0.8 m and 1.5 m , respectively ...
... respectively . It is of interest to compare the maximum principal stresses recorded for these two sensor types for ... respectively . The sensors in rosettes 1 and 2 were placed at centreline depths of 0.8 m and 1.5 m , respectively ...
Page 209
... respectively , at full scale . In addition , the average drift velocity was 0.44 m / s at full scale . The curves generated by Lever et al . [ 20 ] for these conditions based on linear superposition yield significant surge and heave ...
... respectively , at full scale . In addition , the average drift velocity was 0.44 m / s at full scale . The curves generated by Lever et al . [ 20 ] for these conditions based on linear superposition yield significant surge and heave ...
Contents
OFFSHORE TECHNOLOGY PART | 3 |
ARCTIC STRUCTURES AND OPERATIONS II | 31 |
9 | 69 |
Copyright | |
13 other sections not shown
Other editions - View all
Common terms and phrases
analysis angle average Barents Sea beam behavior bergy bit Bohai Sea boundary conditions calculated Canada coefficient computed crack creep buckling deflection deformation density displacement Dow's Lake drilling dynamic effect elastic energy equation ESARC experimental finite element finite element analysis flexural failure floating ice sheet floe fluid foundation fracture toughness freezing frequency function grain Hobson's Choice horizontal ice cover ice forces ice island ice load ice sheet ice temperature ice thickness iceberg icebreaking impact indentation indentor initial interaction locations maximum measured Mechanics method mode modulus Northumberland Strait notch nucleation numerical obtained Offshore parameters peak permafrost platform pore porosity predicted pressure Public Works Canada ratio response ridge saline sample sea ice SED criterion sensors shown in Figure Simulated Sinha soil specimens spray strain rate strength structure tests Timco uniaxial compressive vertical vibration Young's modulus