Proceedings of the ... International Conference on Offshore Mechanics and Arctic Engineering, Volume 9, Part 4American Society of Mechanical Engineers, 1990 - Arctic regions |
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Page 115
... described on the boundaries . Since the governing equation ( 1 ) and boundary conditions ( 3 ) - ( 9 ) and ( 13 ) ... described with two free ends on adjacent nodes . The moments on the nodes are required to be zero . The joint is ...
... described on the boundaries . Since the governing equation ( 1 ) and boundary conditions ( 3 ) - ( 9 ) and ( 13 ) ... described with two free ends on adjacent nodes . The moments on the nodes are required to be zero . The joint is ...
Page 185
... described by Xirouchakis , 1983 . The loading condition imposed on the beam in this model is : 0 t≤0 ( 2 p ( X ) = X sin л - + t≥0 * It is assumed the load is quasistatically applied . The temporal response of the platform is then ...
... described by Xirouchakis , 1983 . The loading condition imposed on the beam in this model is : 0 t≤0 ( 2 p ( X ) = X sin л - + t≥0 * It is assumed the load is quasistatically applied . The temporal response of the platform is then ...
Page 249
... described by Michel and Ramseier , 1971 ) tested in this study was grown and har- vested in the test basin at Clarkson during July and August , 1989 . The microstructural information is similar to that described by Bent- ley et al ...
... described by Michel and Ramseier , 1971 ) tested in this study was grown and har- vested in the test basin at Clarkson during July and August , 1989 . The microstructural information is similar to that described by Bent- ley et al ...
Contents
OFFSHORE TECHNOLOGY PART | 3 |
ARCTIC STRUCTURES AND OPERATIONS II | 31 |
ICE STRUCTURE INTERACTION I | 75 |
Copyright | |
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analysis angle average Barents Sea beam behavior bergy bit Bohai Sea boundary conditions calculated Canada coefficient computed crack creep buckling crushing 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 grain heat Hobson's Choice horizontal ice cover ice forces ice island ice load ice shedding 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 permafrost plane platform pore porosity predicted pressure Public Works Canada ratio response ridge saline sample sea ice SED criterion sensors shown in Figure Simulated Sinha soil solution specimens strain rate strength structure tests values vertical vibration Young's modulus