Proceedings of the ... International Conference on Offshore Mechanics and Arctic Engineering, Volume 18, Part 6American Society of Mechanical Engineers, 1999 - Arctic regions |
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Page 1
... construction site from a viewpoint of construction efficiency . This paper deals with the estimation of the workable probability for assembling the rectangular module from rel- ative vertical motions between them . First we estimate the ...
... construction site from a viewpoint of construction efficiency . This paper deals with the estimation of the workable probability for assembling the rectangular module from rel- ative vertical motions between them . First we estimate the ...
Page 78
... construction site separately . ( 2 ) Anchors and tension legs are installed , utilizing crane barges . Tension legs ... construction has been estimated utilizing experiential cost units . Compressor Station Construction Cost As only a ...
... construction site separately . ( 2 ) Anchors and tension legs are installed , utilizing crane barges . Tension legs ... construction has been estimated utilizing experiential cost units . Compressor Station Construction Cost As only a ...
Page 79
... Construction Cost The total construction cost of the GLAD system is tabulated in Table 5. The total cost reaches US $ 600 million . The GLAD system can sequestrate 360 tons of CO2 per hour , which is approximately 3.15 million tons in a ...
... Construction Cost The total construction cost of the GLAD system is tabulated in Table 5. The total cost reaches US $ 600 million . The GLAD system can sequestrate 360 tons of CO2 per hour , which is approximately 3.15 million tons in a ...
Contents
VERY LARGE FLOATING STRUCTURE | 1 |
OMAE99OSU3057 | 9 |
OMAE99OSU3058 | 17 |
Copyright | |
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amplitude analysis angle applied ASME assumed bending body bottom buoy buoyant cable cage calculated coefficient compared component considered construction Copyright cost deck deflection depth developed diameter direction displacement distribution domain dynamic effect elastic element energy Engineering equation estimate experiment experimental Figure fish floating structure flow fluid frame frequency function given grid horizontal hydrodynamic hydroelastic incident wave increases International Japan length lift force linear loading located mass maximum mean measured Mechanics meters method modal mode mooring motion navigation obtained Ocean Offshore operate period pipeline position presented pressure pump Qmax relative represented resonant respectively response robot scale shoreline shown shows significant simulation spectrum surface surge Table tank tension Theseus towed unit University vehicle velocity vertical wave height wind