Frequency domain analysis of a tension leg platform with statistical linearization of the tendon restoring forces

被引:41
作者
Low, Y. M. [1 ]
机构
[1] Nanyang Technol Univ, Sch Civil & Environm Engn, Singapore 639798, Singapore
关键词
Tension leg platform; Statistical linearization; Frequency domain analysis; Setdown; OFFSHORE STRUCTURES;
D O I
10.1016/j.marstruc.2009.01.002
中图分类号
U6 [水路运输]; P75 [海洋工程];
学科分类号
0814 ; 081505 ; 0824 ; 082401 ;
摘要
The dynamics of a tension leg platform have important nonlinearities which must be approximated in some manner in a frequency domain analysis. For irregular waves, the well-documented method of statistical linearization is commonly employed for the drag forces, but it is seldom applied to the restoring forces. In earlier studies, the stiffness linearization has been limited to the surge motion. This paper presents the formulation for the linearization in all six degrees-of-freedom. To this end, the nonlinear restoring function and tangent stiffness matrix are derived, and extensive nonlinear couplings between the different modes are found to exist. The performance of the linearized frequency domain approach is benchmarked against time domain simulations for a problem involving large platform motions. It is found that subject to certain conditions, which are relatively mild, the linearization technique facilitates accurate predictions of the mean offsets and the response variances, including the slow-drift component. (C) 2009 Elsevier Ltd. All rights reserved.
引用
收藏
页码:480 / 503
页数:24
相关论文
共 18 条
[1]   Dynamic response of compliant offshore structures - Review [J].
Adrezin, R ;
BarAvi, P ;
Benaroya, H .
JOURNAL OF AEROSPACE ENGINEERING, 1996, 9 (04) :114-131
[2]   Stochastic TLP response under long crested random sea [J].
Ahmad, S .
COMPUTERS & STRUCTURES, 1996, 61 (06) :975-993
[3]  
*AM PETR I, 1997, API RP 25 REC PRACT
[4]  
Barltrop N.D., 1998, Floating Structures: A Guide for Design and Analysis, Vol. 1 and 2, Centre for Marine and Petroleum Technology, V2
[5]  
Clough R.W., 1993, Dynamics of Structures
[6]  
*DET NORSK VER, 2005, DNVOSC105
[7]  
e Barltrop N.D., 1998, FLOATING STRUCTURES, V1, ed
[8]   Nonlinear coupled response of offshore tension leg platforms to regular wave forces [J].
Jain, AK .
OCEAN ENGINEERING, 1997, 24 (07) :577-592
[9]   WIND-EXCITED SURGE RESPONSE OF TENSION-LEG PLATFORM - FREQUENCY-DOMAIN APPROACH [J].
KAREEM, A ;
LI, YS .
JOURNAL OF ENGINEERING MECHANICS, 1993, 119 (01) :161-183
[10]   2ND-ORDER FREQUENCY-DOMAIN ANALYSIS OF MOORED VESSELS [J].
LANGLEY, RS .
APPLIED OCEAN RESEARCH, 1987, 9 (01) :7-18