Open-Close Loop Control of ALP With Improved Performance Function

[+] Author and Article Information
B. P. Suneja, T. K. Datta

Department of Civil Engineering, Indian Institute of Technology, New Delhi, 110 016 India

J. Offshore Mech. Arct. Eng 120(2), 85-90 (May 01, 1998) (6 pages) doi:10.1115/1.2829528 History: Received May 19, 1997; Revised December 30, 1997; Online December 17, 2007


A linear open-close loop control strategy is presented for controlling the response of the offshore articulated leg platform (ALP) in which the performance function involves structural acceleration in addition to the usual state variables, i.e., angular displacement and velocity of the tower, and the sea surface elevation and its variables. The weightage of the structural acceleration in the performance function is regulated by incorporating an acceleration weighting factor. The performance function is minimized to obtain the control law using the well-known Ricatti equation. The control law thus achieved is implemented to control the peak responses of a 180.5-m tall ALP under a random sea state, using an iterative frequency domain technique to consider all the nonlinearities present in the system. The efficiency of the proposed strategy is investigated through an extensive parametric study.

Copyright © 1998 by The American Society of Mechanical Engineers
Your Session has timed out. Please sign back in to continue.






Some tools below are only available to our subscribers or users with an online account.

Related Content

Customize your page view by dragging and repositioning the boxes below.

Related Journal Articles
Related eBook Content
Topic Collections

Sorry! You do not have access to this content. For assistance or to subscribe, please contact us:

  • TELEPHONE: 1-800-843-2763 (Toll-free in the USA)
  • EMAIL: asmedigitalcollection@asme.org
Sign In