In this paper, a set of non-linear equations of motion for a single-tendon tension leg platform are developed. The equations of motion consist of partial differential equations representing the transverse and longitudinal response of the tendon. In addition, a mixed formulation partial differential
Non-linear analysis of a dynamically positioned platform in stochastic seaway
β Scribed by S. Surendran; T.P. Pramod
- Publisher
- Elsevier Science
- Year
- 2006
- Tongue
- English
- Weight
- 591 KB
- Volume
- 33
- Category
- Article
- ISSN
- 0029-8018
No coin nor oath required. For personal study only.
β¦ Synopsis
Safety is the topmost priority considered by the designers of floating systems or any other structural systems. Reliability, economy and environmental pollutions and the liability of the structure in the case of accidents are also considered by the designers. The paper concentrates on the non-linear behavior of a moored floating platform in stochastic seaway generated using the Pierson-Moskowitz spectrum. Second-order wave forces (slow drift force) acting on the structure is considered as they contribute to a major percentage of the excursion of a large platform. Wave drift damping and skin friction damping have also been considered.
It has been shown that the principal frequency of the second-order motion of the platform due to drift forces closely matches the natural frequency of the system in surge motion. This has been subsequently used in tuning a PID (proportionate integral and differential)-based control system for the surge mode, where reduction in the order of 90% has been observed.
π SIMILAR VOLUMES
The concept of stochastic sensitivity in linear and a class of non-linear continuous stochastic dynamical systems is considered in this paper. New definitions of output sensitivity measures are introduced. Detailed applications for linear systems with stochastic coefficients under noise excitation a
## Abstract The probability density evolution method (PDEM) for dynamic responses analysis of nonβlinear stochastic structures is proposed. In the method, the dynamic response of nonβlinear stochastic structures is firstly expressed in a formal solution, which is a function of the random parameters