Proceedings of the ... International Conference on Offshore Mechanics and Arctic Engineering, Volume 5American Society of Mechanical Engineers, 1993 - Arctic regions |
From inside the book
Results 1-3 of 46
Page 32
... respectively . The displacement , velocity and acceleration in the in - line and transverse directions , are x , x , x , and y , ỳ , ÿ , respectively . These equations assume that C and S are constant along the length of the span ( z ) ...
... respectively . The displacement , velocity and acceleration in the in - line and transverse directions , are x , x , x , and y , ỳ , ÿ , respectively . These equations assume that C and S are constant along the length of the span ( z ) ...
Page 53
... respectively . Finally , as for the reinforcement , the model has shown that for values from 0.1 % to 0.3 % of the concrete area the parameter has negligible influence on the stiffness . This is consistent with the results of the ...
... respectively . Finally , as for the reinforcement , the model has shown that for values from 0.1 % to 0.3 % of the concrete area the parameter has negligible influence on the stiffness . This is consistent with the results of the ...
Page 407
... respectively : ary conditions . They may couple all equations . Stresses From structural displacements , calculated with the standard Finite Element Method ( FEM ) , the following internal forces are derived for each element extremity ...
... respectively : ary conditions . They may couple all equations . Stresses From structural displacements , calculated with the standard Finite Element Method ( FEM ) , the following internal forces are derived for each element extremity ...
Contents
OFFSHORE MECHANICS AND ARCTIC ENGINEERING | 28 |
Fire and Pollution Safety | 36 |
Probabilistic Response Modelling | 56 |
Copyright | |
15 other sections not shown
Other editions - View all
Common terms and phrases
Alberta Almen strip anticorrosion coating applied assessment backfill behaviour bending buckle lengths buckling burst pressure calculated cathodic protection compression concrete configuration cost crack propagation curvature deformation depth developed diameter directional drill disbonded displacement ditch effect Engineering environment equations factor failure FE analysis flow free spans friction gas pipeline grit blasting hoop stress increase installation integrity interaction length liquid load longitudinal material maximum measured mechanical metal loss monitoring NACE niobium offshore OLGA operating OTDR overcoating parameters Permafrost pile pipeline pipeline system pits plane strain plastic polychloroprene Polypropylene predictions Qinghai resistance scour seabed sensor settlement shear shear strength shown in Figure simulated Snamprogetti soil solution specimens steel stiffness strain strain gauges strength stress stress concentration structural surface Table temperature thickness TMCP values velocity wall wave weld Zeepipe zone