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 86
Page 34
solution for x ( t ) is straightforward to obtain , and it is not discussed further here . SOLUTION METHODOLOGY The transverse response is obtained in closed form by superposition of the modal solution for each of the Fourier terms in ...
solution for x ( t ) is straightforward to obtain , and it is not discussed further here . SOLUTION METHODOLOGY The transverse response is obtained in closed form by superposition of the modal solution for each of the Fourier terms in ...
Page 65
... obtained σ H ' when A = 9/2 , in which case yielding will start simultaneously at the compression and the tension faces , see also Ref./6/ , and the design criterion reduces to : 108 = √ƒ , - 30234 ( 7 ) = The shakedown stress ...
... obtained σ H ' when A = 9/2 , in which case yielding will start simultaneously at the compression and the tension faces , see also Ref./6/ , and the design criterion reduces to : 108 = √ƒ , - 30234 ( 7 ) = The shakedown stress ...
Page 123
... obtained by rotating of a slipping plane , appeared in the conditions of static loading , with the angle tangent of which is ratio : seismic acceleration and acceleration of gravitational force . This approach became a basic method of ...
... obtained by rotating of a slipping plane , appeared in the conditions of static loading , with the angle tangent of which is ratio : seismic acceleration and acceleration of gravitational force . This approach became a basic method of ...
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