Proceedings of the ... International Conference on Offshore Mechanics and Arctic Engineering, Volume 14, Part 2American Society of Mechanical Engineers, 1995 - Arctic regions |
From inside the book
Results 1-3 of 78
Page 224
Due to the changes in loading characteristics after failure elements become active ( traditionally this is known as ... component failures ) , the probability of failure of even the same failure element will differ depending on which ...
Due to the changes in loading characteristics after failure elements become active ( traditionally this is known as ... component failures ) , the probability of failure of even the same failure element will differ depending on which ...
Page 226
include failure elements which have not been identified by the RSR analysis . " maximum strength " and the design strength . Thus the analysis is sometimes referred to as RSR analysis . The " maximum strength " is usually taken as the ...
include failure elements which have not been identified by the RSR analysis . " maximum strength " and the design strength . Thus the analysis is sometimes referred to as RSR analysis . The " maximum strength " is usually taken as the ...
Page 230
A.4 Sequence of failures is the order at which the various failure elements become active ( that is , the order in which individual failures occur ) . A.5 Most critical failure path / most critical sequence is the failure path ...
A.4 Sequence of failures is the order at which the various failure elements become active ( that is , the order in which individual failures occur ) . A.5 Most critical failure path / most critical sequence is the failure path ...
What people are saying - Write a review
We haven't found any reviews in the usual places.
Contents
Application to the Spanish | 25 |
PROBABILISTIC RESPONSE OF MARINE STRUCTURES | 79 |
Numerical Simulation of the WaveInduced NonLinear Bending Moment of Ships | 147 |
Copyright | |
7 other sections not shown
Other editions - View all
Common terms and phrases
acceptance activities analysis applied approach assessment associated assumed blowout calculated caused combined complex consequence considered construction crack criteria damage decision defined dependent depth determined developed direction discussed distribution drilling effect elements Engineering equation equipment error estimated evaluation event example experience extreme factors failure fatigue Figure fire force frequency function given human identified important inspection installation joint limit load marine mean measures method normal objects obtained offshore operation parameters performed period phase platform possible practice prediction present pressure probability problem procedures random range reduced reference reliability reported represent response risk safety sample scenarios ship shown shows significant simulations specific spectra spectrum standard statistical strength stress structure Table uncertainty values variables wave wave height
Bibliographic information
| Title | Proceedings of the ... International Conference on Offshore Mechanics and Arctic Engineering, Volume 14, Part 2 |
| Contributors | OMAE Conference Committee, American Society of Mechanical Engineers. Offshore Mechanics and Arctic Engineering Division, American Society of Mechanical Engineers |
| Publisher | American Society of Mechanical Engineers, 1995 |
| Original from | the University of Michigan |
| Digitized | 4 Dec 2007 |
| ISBN | 0791813088, 9780791813089 |
| Export Citation | BiBTeX EndNote RefMan |