Proceedings of the ... International Conference on Offshore Mechanics and Arctic Engineering, Volume 5American Society of Mechanical Engineers, 1993 - Arctic regions |
From inside the book
Results 1-3 of 80
Page 322
The maximum HAZ hardness at the minimum heat input of 0.3 kJ / mm is as low as 286 Hv because the carbon tent and carbon equivalent are kept low . The change in simulated HAZ toughness at -10 ° C with the niobium content is shown in ...
The maximum HAZ hardness at the minimum heat input of 0.3 kJ / mm is as low as 286 Hv because the carbon tent and carbon equivalent are kept low . The change in simulated HAZ toughness at -10 ° C with the niobium content is shown in ...
Page 457
The annual maximum method : The data record is divided into non - overlapping one year intervals and the maximum value in each interval is found . These maxima are fitted to one of the standard extremal probability distributions .
The annual maximum method : The data record is divided into non - overlapping one year intervals and the maximum value in each interval is found . These maxima are fitted to one of the standard extremal probability distributions .
Page 458
1 m 7 [ 7 ] Let Fx ( x ) be the parent Cumulative Distribution Function ( CDF ) of the parameter of interest , X , and Yk denote the maximum of k independent observations of X. The distribution of Yk , Fy , ( ) , is Fy , ( x ) = ( Fx ...
1 m 7 [ 7 ] Let Fx ( x ) be the parent Cumulative Distribution Function ( CDF ) of the parameter of interest , X , and Yk denote the maximum of k independent observations of X. The distribution of Yk , Fy , ( ) , is Fy , ( x ) = ( Fx ...
What people are saying - Write a review
We haven't found any reviews in the usual places.
Contents
OFFSHORE | 1 |
OFFSHORE MECHANICS AND ARCTIC ENGINEERING | 28 |
OFFSHORE TECHNOLOGY | 98 |
Copyright | |
12 other sections not shown
Other editions - View all
Common terms and phrases
additional allowable analysis applied approach areas assessment assumed axial bending buckle calculated carried coating compression concrete configuration considered construction corrosion cost crack criteria curvature deformation depth determined developed diameter direction displacement distribution effect Engineering equations expected experiments factor failure field Figure flow force free spans increase induced initial installation integrity interaction internal joint laying length limit load longitudinal lowering material maximum measured mechanical method movement observed obtained occur offshore operating parameters performed pile pipe pipeline pits position predicted present pressure range reduced reference relative resistance respectively response scour seabed shear shown shows significant simulation soil solution specimens stability steel stiffness strain strength stress structural subjected surface Table Technology temperature term thickness values wall wave yield
Bibliographic information
| Title | Proceedings of the ... International Conference on Offshore Mechanics and Arctic Engineering, Volume 5 |
| Contributor | American Society of Mechanical Engineers. Offshore Mechanics and Arctic Engineering Division |
| Publisher | American Society of Mechanical Engineers, 1993 |
| Export Citation | BiBTeX EndNote RefMan |