In this paper, the offshore selection criteria for the optimal liquefaction process system are studied to contribute to the future FEED engineering for the liquefied natural gas (LNG) floating, production, storage, and offloading (LNG FPSO) liquefaction process system.
This chapter discusses the more general criteria governing offshore electrical systems and equipment design.
Sea state design criteria for offshore facilities are frequently provided by direction.
Examples are given for design of buildings in areas with high seismicity and for development of design criteria for offshore platforms against winds, waves and currents.
By examining three profiles of varying depth (deep, intermediate and shallow) commonly used in offshore topside structures, the criteria governing their behaviour are highlighted.
Due to the high level of fatigue loads as well as a large number of load cycles caused by wind and wave loads together, fatigue performance of welded connections is a design driving criterion for offshore wind turbine support structures.
However, there have been no unique criteria for identifying offshore tsunami deposits.
The present criteria of the offshore structure standards for seismic assessment can be improved using Building prestandards.
The study of risk criteria in marine and offshore safety assessment is carried out.
We found that it is possible to select appropriate tsunami scenarios that have maximum coastal tsunami height distributions constrained within the criteria used for the offshore waveform comparison.
