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 96
Page 34
n Hn.m m Xi : n Σ m i = n - m + 1 • The selection of the wave height concept to be used in design . • The selection of the parametric model for the analysis of wave data . • Obtaining the design wave heights for a given return period .
n Hn.m m Xi : n Σ m i = n - m + 1 • The selection of the wave height concept to be used in design . • The selection of the parametric model for the analysis of wave data . • Obtaining the design wave heights for a given return period .
Page 41
EXTREME WAVE HEIGHTS OFF THE WESTERN COAST OF PORTUGAL Manuel Mendes de Carvalho Hydraulics Department National Laboratory of Civil Engineering Av . do Brasil 101 , 1799 Lisbon Portugal Rui Pereira Capitão Hydraulics Department National ...
EXTREME WAVE HEIGHTS OFF THE WESTERN COAST OF PORTUGAL Manuel Mendes de Carvalho Hydraulics Department National Laboratory of Civil Engineering Av . do Brasil 101 , 1799 Lisbon Portugal Rui Pereira Capitão Hydraulics Department National ...
Page 43
The local extreme wave regime is constituted by extrapolated significant wave heights and maximum wave heights and associated wave periods and wave directions as shown in table 3.2 . These values were arrived at after application of ...
The local extreme wave regime is constituted by extrapolated significant wave heights and maximum wave heights and associated wave periods and wave directions as shown in table 3.2 . These values were arrived at after application of ...
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 |