Construction of Offshore StructuresBrings together, in a coherent body of work, state-of-the-art knowledge in the many engineering disciplines related to offshore construction. Covers the conception, planning, preparation, and execution of a wide variety of offshore structures while considering the impact of environmental conditions affecting projects, from tropical to arctic, coastal to deep sea. Also recognizes ecological, political, and social constraints as well as primary technical and economical requirements. Structures considered include offshore platforms in steel and concrete, submarine pipelines, ocean moorings, deep-water bridge piers, and submerged templates. Several hundred sketches and photographs and selected bibliography enhance its practical value. |
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Page 94
... load conditions . The coun- terweight is usually designed to limit the list under almost full load , hence under no - load the barge may list opposite to the boom . This can be reduced dur- ing operations by booming down while swinging ...
... load conditions . The coun- terweight is usually designed to limit the list under almost full load , hence under no - load the barge may list opposite to the boom . This can be reduced dur- ing operations by booming down while swinging ...
Page 487
... load may be accepted upon consideration . E2.8.2.2 The penetration depth of direct - embe- ment anchors should be ... Load transferring members supporting the lifting points . White : Other members . Figure H1.1 Typical module frame . H1 ...
... load may be accepted upon consideration . E2.8.2.2 The penetration depth of direct - embe- ment anchors should be ... Load transferring members supporting the lifting points . White : Other members . Figure H1.1 Typical module frame . H1 ...
Page 519
... load , applied simultaneously with the static sling load . This horizontal force should be applied perpendicular to the padeye at the center of the pinhole . 2.4.2b . Static Loads . When suspended , the lift will occupy a position such ...
... load , applied simultaneously with the static sling load . This horizontal force should be applied perpendicular to the padeye at the center of the pinhole . 2.4.2b . Static Loads . When suspended , the lift will occupy a position such ...
Contents
Introduction | 5 |
Physical Environmental Aspects of Offshore | 12 |
Seafloor Soils | 38 |
Copyright | |
26 other sections not shown
Common terms and phrases
anchor Arctic areas ballast base Beaufort Sea boat buoy buoyancy caisson cement concrete Condeep construction contractor Courtesy crane barge damage deck depth derrick barge developed diameter diver dredge drilling drilling mud driving dynamic effect ensure equipment fabrication Figure floating forces grout hammer heave compensator hole hydraulic hydrostatic insert pile installation jack-up jacket legs jet sled launching length lifting load lower material metacentric height method module mooring lines North Sea offshore construction offshore structures Oosterschelde operations padeyes penetration pipe pipeline placed platform plug position pressure prestressed concrete prestressing prevent procedures pull pumped reinforcing resistance riser rock sand scour seafloor shallow water shear skirts sleeves slings soil spuds stability Statfjord steel storm strength stresses submerged surface tanks temperature template tension tests tion trench tugs typical underbase underwater usually vertical vessel wave weight welding winch wind wire