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
Information was collected on measured loads on one leg of a multi - leg platform ,
a test pile , bridge piers and light piers . The bridge piers have loads between 90
- 2300 kN , light piers were characterized by loads within the range 100 - 1800 ...
Information was collected on measured loads on one leg of a multi - leg platform ,
a test pile , bridge piers and light piers . The bridge piers have loads between 90
- 2300 kN , light piers were characterized by loads within the range 100 - 1800 ...
Page 215
Figure 5 illustrates the general agreement in ice loads for this wide range of
conditions . advancing ice . Figure 7 shows a comparison of the measured loads
on vertical structures and inclined structures . Vertically oriented structures were ...
Figure 5 illustrates the general agreement in ice loads for this wide range of
conditions . advancing ice . Figure 7 shows a comparison of the measured loads
on vertical structures and inclined structures . Vertically oriented structures were ...
Page 232
measured time series . As the ... pier are well established , recognition of
structure response motions in measured time series is greatly simplified . ...
These are coupled with accelerometers measuring the corresponding lateral
accelerations .
measured time series . As the ... pier are well established , recognition of
structure response motions in measured time series is greatly simplified . ...
These are coupled with accelerometers measuring the corresponding lateral
accelerations .
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Contents
SHIP NAVIGATION IN | 119 |
OMAE99PA1103 | 209 |
OMAE99PA1154 | 267 |
Copyright | |
13 other sections not shown
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analysis angle applied Arctic ASME assumed average blade block brittle calculated Canada channel coefficient compared component conducted cone considered constant Copyright crack creep crushing damage dependence depth determined direction distribution draft edge effect Engineering equation estimate experiments factor failure field Figure floe flow friction function given horizontal ice force ice loads ice sheet ice thickness iceberg icebreaker increase indentation indentor interaction International length maximum mean measured Mechanics method Newfoundland observed obtained occurred Offshore operations parameters peak performance pipeline predicted present pressure Proceedings propeller range ratio recorded region Report Research resistance rubble salinity scale shape shear ship shown shows speed strength stress structure surface Table temperature tests values velocity vertical wave width wind zone
Bibliographic information
| Title | Proceedings of the ... International Conference on Offshore Mechanics and Arctic Engineering, Volume 18, Part 5 |
| Contributors | OMAE Conference Committee, American Society of Mechanical Engineers. Offshore Mechanics and Arctic Engineering Division, American Society of Mechanical Engineers |
| Publisher | American Society of Mechanical Engineers, 1999 |
| Original from | the University of Michigan |
| Digitized | 3 Dec 2007 |
| ISBN | 0791819841, 9780791819845 |
| Export Citation | BiBTeX EndNote RefMan |