Proceedings of the ... International Conference on Offshore Mechanics and Arctic Engineering, Volume 5American Society of Mechanical Engineers, 1993 - Arctic regions |
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Page 123
... method , inertial force of slipping soil prism should be taken into account , described as a certain additional volume of soil . This volume is obtained by rotating of a slipping plane , appeared in the conditions of static loading ...
... method , inertial force of slipping soil prism should be taken into account , described as a certain additional volume of soil . This volume is obtained by rotating of a slipping plane , appeared in the conditions of static loading ...
Page 125
... method known from building mechanics . The analysis of ( 7 ) - ( 11 ) equations structure , which are polynomials ... method offered here . CONCLUSION Calculations , conducted under this method , displayed that if seismic impacts ...
... method known from building mechanics . The analysis of ( 7 ) - ( 11 ) equations structure , which are polynomials ... method offered here . CONCLUSION Calculations , conducted under this method , displayed that if seismic impacts ...
Page 459
... method of moments . Type III ( maximum ) extremal distribution is not used to fit the data , because this distribution has an upper bound , which is not suitable for the environmental processes being considered here . The fitted ...
... method of moments . Type III ( maximum ) extremal distribution is not used to fit the data , because this distribution has an upper bound , which is not suitable for the environmental processes being considered here . The fitted ...
Contents
OFFSHORE MECHANICS AND ARCTIC ENGINEERING | 28 |
Fire and Pollution Safety | 36 |
Probabilistic Response Modelling | 56 |
Copyright | |
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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