Proceedings of the ... International Conference on Offshore Mechanics and Arctic Engineering, Volume 18, Part 5American Society of Mechanical Engineers, 1999 - Arctic regions |
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Page 191
( Eq . 4 ) TOT n Ę 3 sina + ucosa cosa - usina ( Eq . 2 ) ru where F , is the resolution factor for a sloping plane , & , as defined in Equation 2 ; Lc is the total length of the circumferential crack ; W is the total weight of ride ...
( Eq . 4 ) TOT n Ę 3 sina + ucosa cosa - usina ( Eq . 2 ) ru where F , is the resolution factor for a sloping plane , & , as defined in Equation 2 ; Lc is the total length of the circumferential crack ; W is the total weight of ride ...
Page 303
Ketan + W ( 2 ) 0 hours 0.4 0.35 0 1 hour Linear ( 0 hours ) - Linear ( 1 hour ) y = 0.8688 % - 0.1365 R = 0,6032 0.3 0.25 Shear strength ( kPa ) 0.2 S y = 0.1183x + 0.041 R ? = 0.0262 0.15 01 8 Dob 0.05 where y is the specific weight ...
Ketan + W ( 2 ) 0 hours 0.4 0.35 0 1 hour Linear ( 0 hours ) - Linear ( 1 hour ) y = 0.8688 % - 0.1365 R = 0,6032 0.3 0.25 Shear strength ( kPa ) 0.2 S y = 0.1183x + 0.041 R ? = 0.0262 0.15 01 8 Dob 0.05 where y is the specific weight ...
Page 321
In these forces the dead weight of the stations superstructure is also considered . RESULTS Applying the two sets of material parameter to the proposed model the settlement of the snowcover within one year is calculated .
In these forces the dead weight of the stations superstructure is also considered . RESULTS Applying the two sets of material parameter to the proposed model the settlement of the snowcover within one year is calculated .
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Contents
OMAE99PA1135 | 19 |
OMAE99PA1141 | 39 |
PROPELLERICE INTERACTION | 53 |
Copyright | |
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