The paper presents a study of the extreme value statistics related to measurements on a scale model of a large tension leg platform (TLP) subjected to random waves in a wave basin. Extensive model tests were carried out in three irregular sea states. Time series of the motion responses and tether tension were recorded for a total of 18 three hour tests (full scale). In this paper we discuss the statistics of the measured tether tension. The focus is on a comparison of two alternative methods for the prediction of extreme tether tension from finite time series records. One method is based on expressing the extreme value distribution in terms of the average upcrossing rate (AUR). The other is a novel method that can account for statistical dependence in the recorded time series by utilizing a cascade of conditioning approximations obtained by defining the average conditional exceedance rates (ACER). Both methods rely on introducing a specific parametric form for the tail part of the extreme value distribution. This is combined with an optimization procedure to determine the parameters involved, which allows prediction of various extreme response levels.

References

1.
Castillo
,
E.
, 1988,
Extreme Value Theory in Engineering
,
Academic
,
San Diego
.
2.
Naess
,
A.
,
Gaidai
,
O.
, and
Haver
,
S.
, 2007, “
Efficient Estimation of Extreme Response of Drag Dominated Offshore Structures by Monte Carlo Simulation
,”
Ocean Eng.
,
34
(
16
), pp.
2188
2197
.
3.
Coles
,
S.
, 2001,
An Introduction to Statistical Modeling of Extreme Values
,
Springer-Verlag
,
London
.
4.
Beirlant
,
J.
,
Goegebeur
,
Y.
,
Segers
,
J.
, and
Teugels
,
J.
, 2004,
Statistics of Extremes
,
Wiley
,
New York
.
5.
Winterstein
,
S. R.
, 1988, “
Nonlinear Vibration Models for Extremes and Fatigue
,”
J. Eng. Mech.
,
114
, pp.
1772
1790
.
6.
Lutes
,
L. D.
, and
Sarkani
,
S.
, 2004,
Random Vibrations - Analysis of Structural and Mechanical Systems
,
Butterworth
,
London
.
7.
Lin
,
Y. K.
, 1967,
Probabilistic Theory of Structural Dynamics
,
McGraw-Hill
,
New York
.
8.
Naess
,
A.
, 1984, “
On a Rational Approach to Extreme Value Analysis
,”
Appl. Ocean. Res.
,
6
(
3
), pp.
173
174
.
9.
Naess
,
A.
, and
Gaidai
,
O.
, 2009, “
Estimation of Extreme Values From Sampled Time Series
,”
Struct. Safety
,
31
, pp.
325
334
.
10.
Naess
,
A.
,
Gaidai
,
O.
, and
Batsevych
,
O.
, 2010, “
Prediction of Extreme Response Statistics of Narrow-Band Random Vibrations
,”
J. Eng. Mech.
,
136
(
3
), pp.
290
298
.
11.
Faltinsen
,
O. M.
,
Newman
,
J. N.
, and
Vinje
,
T.
, 1995,
“Nonlinear Wave Loads on a Slender Vertical Cylinder
,”
J. Fluid Mech.
,
289
, pp.
179
198
.
12.
Stansberg
,
C. T.
, 1997, “
Comparing Ringing Loads From Experiments With Cylinders of Different Diameters - An Empirical Study
,”
Proceedings 8th International Conference on Behaviour of Offshore Structures
(BOSS’97),
J. H.
Vugts
, ed.,
Elsevier
,
New York
.
13.
Naess
,
A.
, and
Gaidai
,
O.
, 2008, “
Monte Carlo Methods for Estimating the Extreme Response of Dynamical Systems
,”
J. Eng. Mech.
,
134
(
8
), pp.
628
636
.
14.
Gill
,
P.
,
Murray
,
W.
, and
Wright
,
M. H.
, 1981,
Practical Optimization
,
Academic
,
London
.
15.
Naess
,
A.
,
Gaidai
,
O.
, and
Teigen
,
P. S.
, 2007, “
Extreme Response Prediction for Nonlinear Floating Offshore Structures by Monte Carlo Simulation
,”
Appl. Ocean Res.
,
29
(
4
), pp.
221
230
.
16.
Naess
,
A.
, 1990, “
Approximate First-Passage and Extremes of Narrow-Band Gaussian and Non-Gaussian Random Vibrations
,”
J. Sound Vib.
,
138
(
3
), pp.
365
380
.
17.
Vanmarcke
,
E. H.
, 1975, “
On the Distribution of the First-Passage Time for Normal Stationary Random Processes
,”
J. Appl. Mech.
,
42
, pp.
215
220
.
18.
Naess
,
A.
, 1982, “
Extreme Value Estimates Based on the Envelope Concept
,”
Appl. Ocean Res.
,
4
(
3
), pp.
181
187
.
You do not currently have access to this content.