Proceedings of the ... International Conference on Offshore Mechanics and Arctic Engineering, Volume 2American Society of Mechanical Engineers, 2001 - Arctic regions |
From inside the book
Results 1-3 of 24
Page 2
... seabed contact is modelled by coulomb friction with the friction coefficients . The seabed is modelled as an elastic surface with a vertical stiffness of 1000 KPa . The following friction coefficients are used : Lateral friction ...
... seabed contact is modelled by coulomb friction with the friction coefficients . The seabed is modelled as an elastic surface with a vertical stiffness of 1000 KPa . The following friction coefficients are used : Lateral friction ...
Page 138
... seabed soils in the preloading operation . Mat - support is also used frequently ( eg . Legendre , 2001 - Fig . 2 ) , generally combined with skirts and sometimes with pin piles . However , a number of alternative foundation types have ...
... seabed soils in the preloading operation . Mat - support is also used frequently ( eg . Legendre , 2001 - Fig . 2 ) , generally combined with skirts and sometimes with pin piles . However , a number of alternative foundation types have ...
Page 383
... seabed can be the final result . For large riser angles ( > 4-6 ° ) at the seabed , the operation has to be interrupted and for increasingly larger angles ( > 6-7 ° ) a controlled disconnect of the lower part of the riser must be ...
... seabed can be the final result . For large riser angles ( > 4-6 ° ) at the seabed , the operation has to be interrupted and for increasingly larger angles ( > 6-7 ° ) a controlled disconnect of the lower part of the riser must be ...
Other editions - View all
Common terms and phrases
amplitude applied approach Arctic Engineering assessment Bay of Campeche calculated coefficient components Conference on Offshore considered corrosion cost crack growth criteria damage deck defect distribution dynamic effect element equation estimate evaluated evidential reasoning approach factor fatigue Figure FPSO frequency function fuzzy given Guedes Soares hydrostatic test inspection planning installation jack-up linear maintenance marine maximum Mechanics and Arctic method monopod nonlinear North West Shelf obtained Offshore Mechanics offshore structures operations optimal parameters peak pipe pipeline prediction probabilistic probability density probability density function probability of failure procedure random variables reliability analysis reliability index response return period Rio de Janeiro riser risk risk based inspection safety seismic ship significant wave height simulation spectral spectrum statistical steel storm stress structural reliability subsea surface Table temperature theory ultimate strength uncertainty valves velocity water depth Weibull distribution wind