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Arctic offshore engineering[electronic resource] /

紀錄類型:	書目-語言資料,印刷品 : Monograph/item
杜威分類號:	330.9/98
書名/作者:	Arctic offshore engineering/ Andrew Palmer, Ken Croasdale.
作者:	Palmer, Andrew
其他作者:	Croasdale, Ken.
出版者:	Singapore : : World Scientific,, c2012.
面頁冊數:	1 online resource (x, 357 p.).
標題:	Arctic regions - Environmental conditions.
ISBN:	9789814368780 (electronic bk.)
ISBN:	9814368784 (electronic bk.)
ISBN:	9789814440677 (electronic bk.)
ISBN:	9781621988373 (electronic bk.)
ISBN:	1621988376 (electronic bk.)
內容註:	1. The human context. 1.1. Introduction. 1.2. The peoples native to the Arctic. 1.3. Explorers. 1.4. Developers. 1.5. Outsiders -- 2. The physical and biological environment. 2.1. Climate. 2.2. Permafrost and land ice. 2.3. Sea ice. 2.4. Gathering data about sea ice. 2.5. Biology -- 3. Ice mechanics. 3.1. Introduction. 3.2. Creep. 3.3. Fracture. 3.4. Elasticity. 3.5. Plasticity. 3.6. Broken ice. 3.7. In-situ rubble tests. 3.8. Model ice -- 4. Ice forces on structures in the sea. 4.1. Introduction. 4.2. Alternative design concepts. 4.3. Ice forces. 4.4. Ice forces on vertical-sided structures. 4.5. Sloping-sided structures. 4.6. Local ice pressures. 4.7. Ice encroachment. 4.8. Model tests. 4.9. Ice-induced vibrations. 4.10. Ice load measurements on platforms -- 5. Broken ice, pressure ridges and ice rubble. 5.1. Introduction. 5.2. Formation of ridges. 5.3. Limit- force calculations. 5.4. Multi-year ridges. 5.5. Loads due to first-year ridges. 5.6. Structures in shallow water. 5.7. Multi-leg and multi-hulled platforms. 5.8. Limit momentum (limit energy) ice loads -- 6. Ice forces on floating platforms. 6.1. Introduction. 6.2. Background to use of floaters in sea ice. 6.3. Loads on floaters in unmanaged ice. 6.4. Loads on floaters in managed ice. 6.5. Calibration against the Kulluk data. 6.6. Influencing parameters. 6.7. Typical managed ice loads -- 7. Arctic marine pipelines and export systems. 7.1. Introduction. 7.2. Seabed ice gouging. 7.3. Strudel scour. 7.4. Construction. 7.5. Transportation by tanker -- 8. Environmental impact. 8.1. Introduction. 8.2. Oil in the sea. 8.3. Gas in the sea. 8.4. Response and oil cleanup. 8.5. Effects of structures on the ice. 8.6. Decommissioning -- 9. Human factors and safety. 9.1. Context. 9.2. Psychological factors. 9.3. Physical factors. 9.4. Platform safety and evacuation. 9.5. Safety during on-ice activities. 9.6. Platform reliability and safety factors.
摘要、提要註:	There is an increasing need to construct engineering structures in the Arctic seas. The requirement is principally generated by the oil and gas industry, because of the substantial reserves that are known to exist offshore in the Beaufort Sea, the Caspian Sea, the Barents Sea, the Pacific Ocean off the coast of Sakhalin, the Canadian Arctic, and almost certainly elsewhere. Structures have to withstand the severe environmental forces generated by sea ice, a subject that is developing rapidly but is still far from being completely understood. Underwater pipelines have to be safe against ice gouging and strudel scour, but also have to be constructed safely and economically. The social and human environment has to be understood and respected. This important book intentionally takes a broad view, and vividly accounts for the many and often subtle interactions between the different factors. It is illustrated by case studies of actual projects.
電子資源:	http://www.worldscientific.com/worldscibooks/10.1142/8283#t=toc

Arctic offshore engineering[electronic resource] /
Palmer, Andrew(Civil engineer)

Arctic offshore engineering[electronic resource] /Andrew Palmer, Ken Croasdale. - Singapore :World Scientific,c2012. - 1 online resource (x, 357 p.).

1. The human context. 1.1. Introduction. 1.2. The peoples native to the Arctic. 1.3. Explorers. 1.4. Developers. 1.5. Outsiders -- 2. The physical and biological environment. 2.1. Climate. 2.2. Permafrost and land ice. 2.3. Sea ice. 2.4. Gathering data about sea ice. 2.5. Biology -- 3. Ice mechanics. 3.1. Introduction. 3.2. Creep. 3.3. Fracture. 3.4. Elasticity. 3.5. Plasticity. 3.6. Broken ice. 3.7. In-situ rubble tests. 3.8. Model ice -- 4. Ice forces on structures in the sea. 4.1. Introduction. 4.2. Alternative design concepts. 4.3. Ice forces. 4.4. Ice forces on vertical-sided structures. 4.5. Sloping-sided structures. 4.6. Local ice pressures. 4.7. Ice encroachment. 4.8. Model tests. 4.9. Ice-induced vibrations. 4.10. Ice load measurements on platforms -- 5. Broken ice, pressure ridges and ice rubble. 5.1. Introduction. 5.2. Formation of ridges. 5.3. Limit- force calculations. 5.4. Multi-year ridges. 5.5. Loads due to first-year ridges. 5.6. Structures in shallow water. 5.7. Multi-leg and multi-hulled platforms. 5.8. Limit momentum (limit energy) ice loads -- 6. Ice forces on floating platforms. 6.1. Introduction. 6.2. Background to use of floaters in sea ice. 6.3. Loads on floaters in unmanaged ice. 6.4. Loads on floaters in managed ice. 6.5. Calibration against the Kulluk data. 6.6. Influencing parameters. 6.7. Typical managed ice loads -- 7. Arctic marine pipelines and export systems. 7.1. Introduction. 7.2. Seabed ice gouging. 7.3. Strudel scour. 7.4. Construction. 7.5. Transportation by tanker -- 8. Environmental impact. 8.1. Introduction. 8.2. Oil in the sea. 8.3. Gas in the sea. 8.4. Response and oil cleanup. 8.5. Effects of structures on the ice. 8.6. Decommissioning -- 9. Human factors and safety. 9.1. Context. 9.2. Psychological factors. 9.3. Physical factors. 9.4. Platform safety and evacuation. 9.5. Safety during on-ice activities. 9.6. Platform reliability and safety factors.

There is an increasing need to construct engineering structures in the Arctic seas. The requirement is principally generated by the oil and gas industry, because of the substantial reserves that are known to exist offshore in the Beaufort Sea, the Caspian Sea, the Barents Sea, the Pacific Ocean off the coast of Sakhalin, the Canadian Arctic, and almost certainly elsewhere. Structures have to withstand the severe environmental forces generated by sea ice, a subject that is developing rapidly but is still far from being completely understood. Underwater pipelines have to be safe against ice gouging and strudel scour, but also have to be constructed safely and economically. The social and human environment has to be understood and respected. This important book intentionally takes a broad view, and vividly accounts for the many and often subtle interactions between the different factors. It is illustrated by case studies of actual projects.

ISBN: 9789814368780 (electronic bk.)Subjects--Geographical Terms:

385787
Arctic regions
--Environmental conditions.

LC Class. No.: HC735 / .P35 2012

Dewey Class. No.: 330.9/98

Arctic offshore engineering[electronic resource] /
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505 0 $a 1. The human context. 1.1. Introduction. 1.2. The peoples native to the Arctic. 1.3. Explorers. 1.4. Developers. 1.5. Outsiders -- 2. The physical and biological environment. 2.1. Climate. 2.2. Permafrost and land ice. 2.3. Sea ice. 2.4. Gathering data about sea ice. 2.5. Biology -- 3. Ice mechanics. 3.1. Introduction. 3.2. Creep. 3.3. Fracture. 3.4. Elasticity. 3.5. Plasticity. 3.6. Broken ice. 3.7. In-situ rubble tests. 3.8. Model ice -- 4. Ice forces on structures in the sea. 4.1. Introduction. 4.2. Alternative design concepts. 4.3. Ice forces. 4.4. Ice forces on vertical-sided structures. 4.5. Sloping-sided structures. 4.6. Local ice pressures. 4.7. Ice encroachment. 4.8. Model tests. 4.9. Ice-induced vibrations. 4.10. Ice load measurements on platforms -- 5. Broken ice, pressure ridges and ice rubble. 5.1. Introduction. 5.2. Formation of ridges. 5.3. Limit- force calculations. 5.4. Multi-year ridges. 5.5. Loads due to first-year ridges. 5.6. Structures in shallow water. 5.7. Multi-leg and multi-hulled platforms. 5.8. Limit momentum (limit energy) ice loads -- 6. Ice forces on floating platforms. 6.1. Introduction. 6.2. Background to use of floaters in sea ice. 6.3. Loads on floaters in unmanaged ice. 6.4. Loads on floaters in managed ice. 6.5. Calibration against the Kulluk data. 6.6. Influencing parameters. 6.7. Typical managed ice loads -- 7. Arctic marine pipelines and export systems. 7.1. Introduction. 7.2. Seabed ice gouging. 7.3. Strudel scour. 7.4. Construction. 7.5. Transportation by tanker -- 8. Environmental impact. 8.1. Introduction. 8.2. Oil in the sea. 8.3. Gas in the sea. 8.4. Response and oil cleanup. 8.5. Effects of structures on the ice. 8.6. Decommissioning -- 9. Human factors and safety. 9.1. Context. 9.2. Psychological factors. 9.3. Physical factors. 9.4. Platform safety and evacuation. 9.5. Safety during on-ice activities. 9.6. Platform reliability and safety factors.
520 $a There is an increasing need to construct engineering structures in the Arctic seas. The requirement is principally generated by the oil and gas industry, because of the substantial reserves that are known to exist offshore in the Beaufort Sea, the Caspian Sea, the Barents Sea, the Pacific Ocean off the coast of Sakhalin, the Canadian Arctic, and almost certainly elsewhere. Structures have to withstand the severe environmental forces generated by sea ice, a subject that is developing rapidly but is still far from being completely understood. Underwater pipelines have to be safe against ice gouging and strudel scour, but also have to be constructed safely and economically. The social and human environment has to be understood and respected. This important book intentionally takes a broad view, and vividly accounts for the many and often subtle interactions between the different factors. It is illustrated by case studies of actual projects.
651 0 $a Arctic regions $x Environmental conditions. $3 385787
700 1 $a Croasdale, Ken. $3 586664
856 4 0 $u http://www.worldscientific.com/worldscibooks/10.1142/8283#t=toc