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Ship capsize by broaching-to in severe astern seasTsangaris, Michael January 1999 (has links)
No description available.
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282 |
Development of ship production planning system using a cost-based approachKim, J. J. January 1985 (has links)
No description available.
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283 |
Investigations into manipulator/work-object interfaces for underwater applicationsDatta, I. January 1982 (has links)
No description available.
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284 |
On the properties of vertical water oscillation in a moonpoolLee, B. S. January 1982 (has links)
No description available.
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285 |
Strategic Environmental Assessment in Norway's Offshore Oil and Gas2013 March 1900 (has links)
Strategic environmental assessment (SEA) is used as a policy tool in the management of offshore oil and gas. As offshore oil and gas exploration continues to advance further into Arctic regions, questions of how SEA fits into petroleum policy frameworks, its process, and its effectiveness arise. This thesis adopts a historical institutionalist approach to explain SEA in Norway’s offshore oil and gas sector, discussing lessons to be learned from the Norwegian case, as well as the applicability of SEA in similar Arctic governance regimes. The thesis identifies three main lessons: First, Norway’s management of Arctic offshore hydrocarbon resources is a reflection of its distinct path of political development, particularly its emphasis on reaching consensus on sensitive political issues. Second, from the onset, Norway had the economic and political means to develop the institutional capacity and international experience required to manage an international offshore oil and gas operation. Third, the combination of these factors allowed Norway to adopt an incremental approach towards the advancement of its petroleum development, enabling decision-makers to adopt the principles of strategic environmental assessment into the policies that govern Norway’s offshore resources.
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286 |
Uncertainties in environmental loading on offshore structuresForoughi, Abdol Rahim January 1994 (has links)
No description available.
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287 |
The application of environmental assessment to coastal and offshore developments and activitiesBudd, Martin January 1998 (has links)
No description available.
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288 |
Determinants of shipper's choice of container carrierBrooks, M. R. January 1983 (has links)
No description available.
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289 |
A three-dimensional linear analysis of steady ship motion in deep waterBaar, J. M. January 1986 (has links)
The investigation of steady ship motion in calm water is a classic problem in ship hydrodynamics, where ship waves and wave resistance are subjects of unquestionable importance. Despite considerable efforts in the past a satisfactory solution of the steady ship motion problem has not been achieved so far. The application of three-dimensional potential flow theory results in an essentially nonlinear problem formulation due to the unknown position of the disturbed free surface. In this thesis consistent linearisation schemes are discarded in favour of the inconsistent Neumann-Kelvin theory. This approximation implies that nonlinear free surface effects are neglected entirely, but the three-dimensional features of the fluid flow and hull geometry are otherwise fully retained. The Kelvin wave source potential, otherwise known as the wave resistance Green's function, is analysed in great detail. Solutions to the disturbance potential of the steady perturbed ship flow are obtained by means of a Kelvin wave source distribution method. The exact source strength is the solution of a Fredholm integral-equation of the second kind. An explicit source strength approximation, valid for sufficiently slender ships operating at fairly low speeds, is investigated. Particular emphasis is placed on computational aspects. Highly accurate and efficient methods for the evaluation of the Kelvin wave source potential are proposed. The developed theory is applied to five different ship forms, viz. a submerged prolate spheroid, Wigley's parabolic ship, a tanker, a fast destroyer and a cruiser. Over a wide range of ship speeds experimental data are compared with theoretical predictions of the steady flow parameters such as wave resistance, wave profiles, pressure signatures and lift force distributions.
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290 |
Studies of a structural form for underwater structuresSofoluwe, A. B. January 1980 (has links)
No description available.
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