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Record #113869:

The selection of design ice loads and design ice features for fixed structures in the Beaufort Sea / M. Nessim, Ian J. Jordaan.

Title: The selection of design ice loads and design ice features for fixed structures in the Beaufort Sea / M. Nessim, Ian J. Jordaan.
Author(s): Nessim, M.
Jordaan, Ian J.
Date: 1991.
Publisher: Berlin: Springer
In: Ice-Structure Interaction. IUTAM/IAHR Symposium, St. John's, Newfoundland Canada 1989. (1991.),
Abstract: Calculation of ice load probability distributions is based on probabilistic approach developed in connection with reliability theory; this gives good results. Also provides estimate of most likely set of input parameters which could give certain load level to be used as basis for selecting "design load feature" associated with design load value. Calculations also result in set of sensitivity factors which define relative influence of different input parameters on load. Approach is illustrated by examples dealing with design ice loads for multiyear floes and first-year ice interaction with fixed structure in Beaufort Sea. Discussion, p. 504-506.
Notes:

In: Ice-Structure Interaction. IUTAM/IAHR Symposium, St. John's, Newfoundland Canada 1989 / Stephen J. Jones, Richard F. McKenna, Joy Tillotson, Ian J. Jordaan, eds.

Keywords: 624.145 -- Floating ice, engineering aspects.
624.145.1 -- Floating ice, thrust.
624.145.5 -- Floating ice, bearing strength.
622.24 -- Drilling and boring.
519.673 -- Modelling.
E12 -- Glaciology: frozen ground / snow and ice engineering.
(*60) -- Arctic Ocean and adjacent waters.
(*628) -- Beaufort Sea.
SPRI record no.: 113869

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245 14 ‡aThe selection of design ice loads and design ice features for fixed structures in the Beaufort Sea /‡cM. Nessim, Ian J. Jordaan.
260 ## ‡aBerlin :‡bSpringer,‡c1991.
300 ## ‡ap. 483-506 :‡bdiags., tables.
500 ## ‡aIn: Ice-Structure Interaction. IUTAM/IAHR Symposium, St. John's, Newfoundland Canada 1989 / Stephen J. Jones, Richard F. McKenna, Joy Tillotson, Ian J. Jordaan, eds.
520 3# ‡aCalculation of ice load probability distributions is based on probabilistic approach developed in connection with reliability theory; this gives good results. Also provides estimate of most likely set of input parameters which could give certain load level to be used as basis for selecting "design load feature" associated with design load value. Calculations also result in set of sensitivity factors which define relative influence of different input parameters on load. Approach is illustrated by examples dealing with design ice loads for multiyear floes and first-year ice interaction with fixed structure in Beaufort Sea. Discussion, p. 504-506.
650 07 ‡a624.145 -- Floating ice, engineering aspects.‡2udc
650 07 ‡a624.145.1 -- Floating ice, thrust.‡2udc
650 07 ‡a624.145.5 -- Floating ice, bearing strength.‡2udc
650 07 ‡a622.24 -- Drilling and boring.‡2udc
650 07 ‡a519.673 -- Modelling.‡2udc
650 07 ‡aE12 -- Glaciology: frozen ground / snow and ice engineering.‡2local
651 #7 ‡a(*60) -- Arctic Ocean and adjacent waters.‡2udc
651 #7 ‡a(*628) -- Beaufort Sea.‡2udc
700 1# ‡aJordaan, Ian J.
773 0# ‡7nnam ‡aStephen J. Jones, Richard F. McKenna, Joy Tillotson, Ian J. Jordaan, eds. ‡tIce-Structure Interaction. IUTAM/IAHR Symposium, St. John's, Newfoundland Canada 1989. ‡dBerlin : Springer, 1991. ‡wSPRI-113846
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