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 221
Dempsey , J.P. and Li , H. ( 1989 ) A flexible rectangular plate on an elastic layer : large area contact . ASME Journal of Tribology 111 , 518-524 . Dempsey , J.P. and Li , H. ( 1995 ) A flexible rectangular ...
Dempsey , J.P. and Li , H. ( 1989 ) A flexible rectangular plate on an elastic layer : large area contact . ASME Journal of Tribology 111 , 518-524 . Dempsey , J.P. and Li , H. ( 1995 ) A flexible rectangular ...
Page 232
The flexibility of the foundation is considered by using rotational springs about x and y axes at each pier base . The results of the pull test were used to calibrate the foundation stiffness used in the finite element model .
The flexibility of the foundation is considered by using rotational springs about x and y axes at each pier base . The results of the pull test were used to calibrate the foundation stiffness used in the finite element model .
Page 395
That is the most flexible and stable variant , and it gives much wider information opportunity for onshore managers in standard and incidental ( i.e. threatening ) ice situations . Aksenov , Ye.O. , Gudkovich , Z.M. , Pozdnyshev , S.P. ...
That is the most flexible and stable variant , and it gives much wider information opportunity for onshore managers in standard and incidental ( i.e. threatening ) ice situations . Aksenov , Ye.O. , Gudkovich , Z.M. , Pozdnyshev , S.P. ...
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Contents
OMAE99PA1135 | 19 |
OMAE99PA1141 | 39 |
PROPELLERICE INTERACTION | 53 |
Copyright | |
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