Proceedings of the ... International Conference on Offshore Mechanics and Arctic Engineering, Volume 1, Parts 1-2American Society of Mechanical Engineers, 2004 - Arctic regions |
From inside the book
Results 1-3 of 66
Page 644
counting the variable dynamic stress , and originally established in order to
simplify the calculation for the use of computers . In principal , the counting
method is same as the Range - pair method except for the counting method for
the first half ...
counting the variable dynamic stress , and originally established in order to
simplify the calculation for the use of computers . In principal , the counting
method is same as the Range - pair method except for the counting method for
the first half ...
Page 661
Tensile Stress thru pin hole , o , = Fpi / A , < ( Orensile - hole ) allow Tension Area
, A , = 2 [ tm ( Rm - Rn ) nc te ( Rc - Rp ) ] Tensile Stress at base , Opb = Fpe - i / A
. ( O tensile ) allow Tension Area at base , Art = tnB Contact ( Hertz ) Stress ” , o ...
Tensile Stress thru pin hole , o , = Fpi / A , < ( Orensile - hole ) allow Tension Area
, A , = 2 [ tm ( Rm - Rn ) nc te ( Rc - Rp ) ] Tensile Stress at base , Opb = Fpe - i / A
. ( O tensile ) allow Tension Area at base , Art = tnB Contact ( Hertz ) Stress ” , o ...
Page 980
In the post critical range it is necessary to distinguish between compression
stress in the longitudinal and transverse direction of a rectangular plate field as
well as shear stress . Of this reason different capacity formulations ( buckling
curves ) ...
In the post critical range it is necessary to distinguish between compression
stress in the longitudinal and transverse direction of a rectangular plate field as
well as shear stress . Of this reason different capacity formulations ( buckling
curves ) ...
What people are saying - Write a review
We haven't found any reviews in the usual places.
Contents
PART | 595 |
000000000000000000000000000000000000000000 | 605 |
OFFSHORE TECHNOLOGY | 608 |
Copyright | |
29 other sections not shown
Other editions - View all
Common terms and phrases
added amplitude analysis angle applied approach ASME assumed barge bending boundary buoy calculated capacity coefficient combined components computed connection considered Copyright corresponding damage damping deck depth determined developed diameter direction displacement dynamic effect element Engineering equation estimated event factor fatigue field Figure force FPSO frequency function given height horizontal hull iceberg impact increase installation jacket joint length limit linear load marine mass maximum mean measured method model tests mooring mooring lines mooring system motion natural numerical obtained Offshore operation parameters performed period pile pitch platform position possible potential predicted presented pressure problem range relative response riser shear ship shown shows simulations skirt solution spar speed strength stress structure surface Table tank tension trench values velocity vertical vessel wall wave wind