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 209
... light piers . The bridge piers have loads between 90 2300 KN , light piers were characterized by loads within the range 100 - 1800 kN , and loads measured on a 0.9 m diameter test pile ranged from 180 to 480 kN . Direct measurements on ...
... light piers . The bridge piers have loads between 90 2300 KN , light piers were characterized by loads within the range 100 - 1800 kN , and loads measured on a 0.9 m diameter test pile ranged from 180 to 480 kN . Direct measurements on ...
Page 212
... Light Piers A number of light piers and navigation channel markers in Canada , Finland and Sweden have been instrumented to provide a record of the ice loads experienced throughout the winter season . This paper relies upon data from ...
... Light Piers A number of light piers and navigation channel markers in Canada , Finland and Sweden have been instrumented to provide a record of the ice loads experienced throughout the winter season . This paper relies upon data from ...
Page 214
... Light piers D Yamachiche and Curve 1 1 2 3 As illustrated in Figure 4 , the loads on the bridge piers involved the highest documented forces , many of which were greater than 1500 kN . Measured loads on the Hondo bridge pier were the ...
... Light piers D Yamachiche and Curve 1 1 2 3 As illustrated in Figure 4 , the loads on the bridge piers involved the highest documented forces , many of which were greater than 1500 kN . Measured loads on the Hondo bridge pier were the ...
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