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Record #125113:
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MARC recordTheoretical analysis of ice island loads upon a cylindrical rigid structure / Mingchi Lu, William M. Sackinger.
| Title: | Theoretical analysis of ice island loads upon a cylindrical rigid structure / Mingchi Lu, William M. Sackinger. |
| Author(s): | Lu, Mingchi. Sackinger, William M. |
| Date: | [1993] |
| Publisher: | Edmonton, Alberta: University of Alberta, Department of Civil Engineering |
| In: | IAHR 92; 11th International Symposium on Ice, Banff, Alberta, Canada, June 15-19, 1992. Proceedings. ([1993]), Vol.1. |
| Abstract: | Ice island model of 3 km x 2.5 km x 20 m was assumed, and was impacted against structure of 150 m diameter. At speed of 0.2 m s⁻¹, maximum penetration distance was calculated to be 16.5 m in elapsed time of 128 s. Maximum calculated global force was 266 MN. Effects of ice-island velocities and of hydrodynamic added mass of ice island on forces on structure are discussed. |
| Notes: | In: IAHR 92; 11th International Symposium on Ice, Banff, Alberta, Canada, June 15-19, 1992. Proceedings. Vol.1. / International Association for Hydraulic Research. |
| Keywords: | 624.145 -- Floating ice, engineering aspects. 624.145.1 -- Floating ice, thrust. 624.145.5 -- Floating ice, bearing strength. 622.242.42 -- Offshore drilling platforms. E12 -- Glaciology: frozen ground / snow and ice engineering. |
| SPRI record no.: | 125113 |
LDR 01680naa#a2200000#a#4500 001 SPRI-125113 005 20231207133803.0 007 ta 008 231207s1993####abca###|#####|0||#0#eng#d 035 ## ‡aSPRI-125113 040 ## ‡aUkCU-P‡beng‡eaacr 100 1# ‡aLu, Mingchi. 245 10 ‡aTheoretical analysis of ice island loads upon a cylindrical rigid structure /‡cMingchi Lu, William M. Sackinger. 260 ## ‡aEdmonton, Alberta :‡bUniversity of Alberta, Department of Civil Engineering,‡c[1993] 300 ## ‡ap. 128-141 :‡bdiags., tables. 500 ## ‡aIn: IAHR 92; 11th International Symposium on Ice, Banff, Alberta, Canada, June 15-19, 1992. Proceedings. Vol.1. / International Association for Hydraulic Research. 520 3# ‡aIce island model of 3 km x 2.5 km x 20 m was assumed, and was impacted against structure of 150 m diameter. At speed of 0.2 m s⁻¹, maximum penetration distance was calculated to be 16.5 m in elapsed time of 128 s. Maximum calculated global force was 266 MN. Effects of ice-island velocities and of hydrodynamic added mass of ice island on forces on structure are discussed. 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 ‡a622.242.42 -- Offshore drilling platforms.‡2udc 650 07 ‡aE12 -- Glaciology: frozen ground / snow and ice engineering.‡2local 700 1# ‡aSackinger, William M. 773 0# ‡7c2am ‡aInternational Association for Hydraulic Research. ‡tIAHR 92; 11th International Symposium on Ice, Banff, Alberta, Canada, June 15-19, 1992. Proceedings. ‡dEdmonton, Alberta : University of Alberta, Department of Civil Engineering, [1993] ‡gVol.1. ‡wSPRI-125102 917 ## ‡aUnenhanced record from Muscat, imported 2019 948 3# ‡a20231207