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 77
Page 69
methods are known as tangential stiffness methods . If the updating is done at every iteration of the load step as ... method is popularly known as the modified Newton - Raphson method and is shown in Fig . 4 ( b ) . The initial stress ...
methods are known as tangential stiffness methods . If the updating is done at every iteration of the load step as ... method is popularly known as the modified Newton - Raphson method and is shown in Fig . 4 ( b ) . The initial stress ...
Page 121
... METHOD 3.1 Introduction The use of finite difference method in solving partial differential equations is well established ( Yeung , 1982 ) . Finite difference methods are most suitable , or simplest to implement , for a rectilinear ...
... METHOD 3.1 Introduction The use of finite difference method in solving partial differential equations is well established ( Yeung , 1982 ) . Finite difference methods are most suitable , or simplest to implement , for a rectilinear ...
Page 155
... method in estimating sea ice drag coefficients during the 1981 BASICS and 1983 MIZEX studies . Application of the technique reveals much variability in the magnitude of the coefficients . Through an analysis of the ice momentum equation ...
... method in estimating sea ice drag coefficients during the 1981 BASICS and 1983 MIZEX studies . Application of the technique reveals much variability in the magnitude of the coefficients . Through an analysis of the ice momentum equation ...
Contents
OFFSHORE TECHNOLOGY PART | 3 |
ARCTIC STRUCTURES AND OPERATIONS II | 31 |
ICE STRUCTURE INTERACTION I | 75 |
Copyright | |
10 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 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