Proceedings of the ... International Conference on Offshore Mechanics and Arctic Engineering, Volumes 1-2American Society of Mechanical Engineers, 1991 - Arctic regions |
From inside the book
Results 1-3 of 31
Page 4
... curve in three points . Thus , the plane ax + by + cz + d = 0 meets the curve in the three points whose parametric values are the roots of the equation cu3 + bu2 + au + d = 0 . This cubic lies upon the three cylinders y = x2 , z = x3 ...
... curve in three points . Thus , the plane ax + by + cz + d = 0 meets the curve in the three points whose parametric values are the roots of the equation cu3 + bu2 + au + d = 0 . This cubic lies upon the three cylinders y = x2 , z = x3 ...
Page 81
... curve. In the case of genus 1 one expects the compactification of M1 ∼= C1 to be P1. In fact if we set λ = 0 in the defining polynomial (7.3) of the elliptic curve and replace X by X + Z (which is a projective transformation) we get ...
... curve. In the case of genus 1 one expects the compactification of M1 ∼= C1 to be P1. In fact if we set λ = 0 in the defining polynomial (7.3) of the elliptic curve and replace X by X + Z (which is a projective transformation) we get ...
Page 521
... Curve 3: B&S, 2; RA, 20.7%; temper, half hard. Curve 4: B&S, 1; RA, 11.0%; temper, quarter hard. Curve 5: B&S, 6; RA, 50.0%; temper, extra hard; annealed 482 °C (900 °F) for 1 h Source: R.A. Wilkins and E.S. Bunn, Copper and Copper Base ...
... Curve 3: B&S, 2; RA, 20.7%; temper, half hard. Curve 4: B&S, 1; RA, 11.0%; temper, quarter hard. Curve 5: B&S, 6; RA, 50.0%; temper, extra hard; annealed 482 °C (900 °F) for 1 h Source: R.A. Wilkins and E.S. Bunn, Copper and Copper Base ...
Contents
VORTEX SHEDDING AND VIBRATION | 187 |
OCEAN WAVES AND CURRENT | 209 |
COMPUTATIONAL METHODS | 247 |
Copyright | |
32 other sections not shown
Other editions - View all
Common terms and phrases
added mass amplitude analysis approximately average body boundary condition cable calculated circular cylinder components computed correlation density diffraction displacement distribution drag coefficient dynamic effects Ekofisk Engineering experimental field Figure finite element floating flow fluid free surface frequency domain function Green function horizontal hydrodynamic hydrodynamic forces incident wave integral equation irregular waves length lift force linear load low-frequency matrix maximum measured method mode mode shapes mooring motion natural frequency nonlinear obtained Ocean Offshore Structures OMAE open boundary oscillation parameters phase velocity platform predicted present pressure problem random waves ratio response Reynolds number riser Sarpkaya seabed second-order ship simulation small forward solitary wave solution spectral spectrum stiffness surge tank tanker tension tether theory transverse values vector velocity potential vertical vessel vibration vortex vortices water depth wave drift damping wave forces wave height wave profile