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
... weight of ride - up ice ; and V ' is the effective breaking load per unit width of ice beam under combined bending ... weight density of ice ; yw , the weight density of Y Copyright © 1999 by ASME water ; E , the elastic modulus of ice ; 191.
... weight of ride - up ice ; and V ' is the effective breaking load per unit width of ice beam under combined bending ... weight density of ice ; yw , the weight density of Y Copyright © 1999 by ASME water ; E , the elastic modulus of ice ; 191.
Page 303
... weight , W is the weight of lifted soil , and K , is the nominal uplift coefficient of earth pressure on vertical plane through footing edge . K is relatively constant for a wide range of and may for all practical purposes taken as 0.95 ...
... weight , W is the weight of lifted soil , and K , is the nominal uplift coefficient of earth pressure on vertical plane through footing edge . K is relatively constant for a wide range of and may for all practical purposes taken as 0.95 ...
Page 321
... weight of the station on the settlement has to be taken into account . This is approximated by means of vertical forces on the legs of the station . In these forces the dead weight of the stations superstructure is also considered ...
... weight of the station on the settlement has to be taken into account . This is approximated by means of vertical forces on the legs of the station . In these forces the dead weight of the stations superstructure is also considered ...
Contents
OMAE99PA1135 | 19 |
OMAE99PA1141 | 39 |
PROPELLERICE INTERACTION | 53 |
Copyright | |
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analysis angle applied Arctic ASME assumed average blade block boundary calculated Canada channel coefficient component conducted considered constant Copyright crack creep crushed dependence depth determined direction distribution effect Engineering equation estimate experiments factor failure field Figure floes flow force frequency friction function given height horizontal ice force ice loads ice sheet ice thickness iceberg icebreaker included increase indentation indentor interaction International layer length material maximum mean measured Mechanics method Newfoundland observed obtained occurred Offshore operations parameters peak performance predicted present pressure propeller range ratio region Report Research resistance salinity scale scour shape shear ship shown shows similar soil speed stamukha strain strength stress structure surface Table temperature tests thrust torque values vertical wave width wind zone