Double hinged articulated tower interaction with wind and waves

Articulated offshore towers are highly flexible against rotation at the hinges and derive their stability by means of inherently large buoyancy forces. The displacement response of such towers is mainly governed by the rigid body mode of vibration which has a very low frequency. Since the fluctuating wind velocity spectrum has high energy content in the low frequency region, therefore, wind induces significant dynamic response of such towers. In this paper, the responses of single and double hinged articulated towers are compared under various ocean environments. A Monte Carlo simulation technique is used to model the random sea environment. The sea state is characterized by Pierson–Moskowitz spectrum while the fluctuating wind has been estimated using Simiuʹs spectrum for compliant platforms. Iterative time domain solution procedure is adopted to take care of time dependent parameters and nonlinearities. Stochastic response is characterized by statistical quantities and power spectral density functions (PSDF) for various parametric combinations. Studies of wind effects are found to be imperative for double hinged articulated towers to serve and survive in the hostile offshore environment. The response PSDF highlights the wind induced dynamic responses of the towers.