| contributor author | Robert Ettema | |
| contributor author | Wilfrid A. Nixon | |
| date accessioned | 2017-05-08T21:14:09Z | |
| date available | 2017-05-08T21:14:09Z | |
| date copyright | December 2005 | |
| date issued | 2005 | |
| identifier other | %28asce%290887-381x%282005%2919%3A4%28103%29.pdf | |
| identifier uri | http://yetl.yabesh.ir/yetl/handle/yetl/43771 | |
| description abstract | Presented herein are ice-tank data concerning ice-rubble loads against a moored conical platform. Of prime interest is how rubble-ice loads are influenced by horizontal stiffness of the platform’s mooring system. An important, and heretofore undocumented, feature of rubble loading and clearing around the platform is the accumulation of ice rubble as a false bow, or prow, at the platform’s leading perimeter. The ice-tank data show that, under certain conditions of ice-rubble loading, the lowest stiffness of mooring tested resulted in prow instability and sloughing, which in turn lead to a cyclic pattern of loading, and to rubble congestion around the platform. An outcome of such rubble congestion was a marked increase in the overall rubble-ice load exerted against the platform. | |
| publisher | American Society of Civil Engineers | |
| title | Ice Tank Tests on Ice Rubble Loads Against a Cable-Moored Conical Platform | |
| type | Journal Paper | |
| journal volume | 19 | |
| journal issue | 4 | |
| journal title | Journal of Cold Regions Engineering | |
| identifier doi | 10.1061/(ASCE)0887-381X(2005)19:4(103) | |
| tree | Journal of Cold Regions Engineering:;2005:;Volume ( 019 ):;issue: 004 | |
| contenttype | Fulltext | |