Stochastic Analysis to Truss Spar Platform in Deep Sea

2013 ◽  
Vol 477-478 ◽  
pp. 809-812
Author(s):  
Yan Wang ◽  
Rui Gao ◽  
Ling Qiang Yang

Truss spar model was tested using regular waves in a wave basin and the responses in surge, heave and pitch were measured. A program was developed to determine the responses using numerical method. This program was run using the model parameters. The results are agreed well with the corresponding results obtained from the test measurements. Then this program was applied to a prototype spar simulated results were compared with the corresponding numerical results and test measurements.

2013 ◽  
Vol 431 ◽  
pp. 182-185
Author(s):  
Qing Lian Shu ◽  
Lu Ling Yang ◽  
Rui Gao ◽  
Ling Qiang Yang

Concrete truss spar model was tested using regular waves in a wave basin andthe responses in surge, heave and pitch were measured. A program was developed to determine the responses using numerical method. This program was run using the modelparameters. The results are agreed well with thecorresponding results obtained from the test measurements. Then thisprogram was applied to a prototype sparsimulated results were compared with the corresponding numericalresults and test measurements.


Author(s):  
Zhuang Kang ◽  
Rui Chang ◽  
Youwei Kang ◽  
Shanchuan Liu

Abstract The taut mooring system is widely used for some advantages, such as smaller mooring radius, lighter total weight and better anti-corrosion performance. In this paper, the taut mooring system of a Truss Spar platform which was taken as the research object was investigated under the condition of 2000 m water depth in South China Sea. Firstly, the main body of the platform was analyzed in frequency domain based on the 3-d potential theory, and then the nonlinear solutions of platform displacement and mooring line force were obtained by using coupling analysis method in time domain, which determined the preliminary design parameters of mooring system. The sensitivity of the taut system is studied by changing several design parameters such as the top angle of mooring line, cable hole position and method of mooring disposal. In summary, the variation of the motion and dynamic response of the platform and mooring system has been explored and summarized by studying the design process and influential parameter of dynamic characteristics of mooring system and optimizing ideas of relevant parameters, which can further provide technical support and engineering reference for the design and application of the taut mooring system of deepwater Truss Spar platforms.


2015 ◽  
Vol 109 ◽  
pp. 654-668 ◽  
Author(s):  
Edwar Yazid ◽  
Mohd. Shahir Liew ◽  
Setyamartana Parman ◽  
Velluruzhatil John Kurian

2014 ◽  
Vol 92 ◽  
pp. 162-174 ◽  
Author(s):  
Liqin Liu ◽  
Atilla Incecik ◽  
Yongheng Zhang ◽  
Yougang Tang

Author(s):  
Xiaoqiang Sean Bian ◽  
Michael W. Spillane ◽  
Oriol R. Rijken

The Spar platform is one of the options to support dry-trees from a floating unit, particularly in increasing water depth. The recent Spar developments in Gulf of Mexico (GOM) favor Spar Supported Hydro-pneumatic Tensioners to support Top Tensioned Vertical Risers (TTR). The trend has been made possible by, as well as promoted the long-stroke RAM type hydro-pneumatic tensioner market. Currently up to 35 ft stroke tensioners are technically available and 28 ft ones are installed and field tested on GOM spars. The primary advantage, compared with buoyancy cans, is its possible integrated installation. Aside from taking payload from the hull, hydro-pneumatic tensioners have stiffness and can effectively reduce the heave period closer to the dominant wave period. It’s imperative to control the resonance motion, particularly of a classic spar which is generally low damped in heave. This study investigates the heave reduction by using an air-spring-water-column Vibration Absorber (VAB) mounted vertically inside the spar, the vibration absorbers consist of vertical caissons, open at the bottom to the sea and closed at the top. Each caisson consists of a water column providing mass (unsupported by the Spar) and a dual-chamber air spring, which interacts with the Spar. The motion of the water column produces pressure variations out-of-phase with the resonant motions of the Spar, resulting in reduced heave. Damping of the vibration absorber is provided by an orifice connecting the two air chambers, and is used to allow effective operation across varying frequencies. The detailed background of VAB and the application can be found in references [1] and [4]. This paper describes a classic spar platform with its heave motion reduced by using VAB to the point that market available hydro-pneumatic tensioners can be used. The theory of the Vibration Absorber and the procedure of configurating the system are introduced in this paper. The platform, mooring system and global motion analysis of the proposed facility are described for GOM applications with performance comparable to an existing truss Spar platform. Both frequency domain and time domain analysis of the coupled motions are included in this study.


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