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 212
... Pier 2.32 m pier inclined at 23 ° , instrumented with simply supported beam 100 % coverage crushed , rough ice overview of the instrumentation type and ice conditions for the four examined bridge piers . Rideau River Bridge Pier ...
... Pier 2.32 m pier inclined at 23 ° , instrumented with simply supported beam 100 % coverage crushed , rough ice overview of the instrumentation type and ice conditions for the four examined bridge piers . Rideau River Bridge Pier ...
Page 214
... piers ☐ 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 ...
... piers ☐ 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 ...
Page 232
... pier barrel below the cone ( 16 m2 ) ( Figure 1.b ) . One of the piers ( P31 ) was calibrated by conducting pull tests and measuring the resulting tilt from a known applied load . The results were scale factors that related the tilt at ...
... pier barrel below the cone ( 16 m2 ) ( Figure 1.b ) . One of the piers ( P31 ) was calibrated by conducting pull tests and measuring the resulting tilt from a known applied load . The results were scale factors that related the tilt at ...
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