Analysis of Gravity Foundation for Offshore Structure under Cyclic Loads

Rui Gao; Ling Qiang Yang; Yan Wang

doi:10.4028/www.scientific.net/AMM.580-583.2177

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Wave Kinematics and Pressure Field of Third-Order Theory for Bichromatic Bi-Directional Waves in Water of Finite Depth
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A Kind of Floating Breakwater Sheltering Deep Water Aquaculture
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Analysis of Gravity Foundation for Offshore Structure under Cyclic Loads
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HomeApplied Mechanics and MaterialsApplied Mechanics and Materials Vols. 580-583Analysis of Gravity Foundation for Offshore...

Analysis of Gravity Foundation for Offshore Structure under Cyclic Loads

Abstract:

Cyclic characteristic of offshore environmental load may cause the accumulation of foundation settlement and excess pore pressure in the subsoil. This may lead to conditions that jeopardize the structural stability and operability of the wind turbine. This paper discusses the analysis steps of the responses of non-cohesive subsoil under cyclic loads for a gravity base foundation system.

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Periodical:

Applied Mechanics and Materials (Volumes 580-583)

Pages:

2177-2180

DOI:

https://doi.org/10.4028/www.scientific.net/AMM.580-583.2177

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Online since:

July 2014

Authors:

Rui Gao, Ling Qiang Yang, Yan Wang

Keywords:

Cyclic Loads, Offshore Structure, Uncertainty Analysis

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References

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