Coupled systems mechanics

  • 제1권4호
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  • Pages.381-395
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  • 2012
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  • 2234-2184(pISSN)
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  • 2234-2192(eISSN)
테크노프레스 (Techno-Press)
권호 표지
DOI QR코드

DOI QR Code

Effect of soil pile structure interaction on dynamic characteristics of jacket type offshore platforms

  • 투고 : 2012.07.14
  • 심사 : 2012.12.12
  • 발행 : 2012.12.25
⟨ 이전 논문 다음 논문 ⟩

초록

Dynamic response of Pile Supported Structures is highly depended on Soil Pile Structure Interaction. In this paper, by comparison of experimental and numerical dynamic responses of a prototype jacket offshore platform for both hinge based and pile supported boundary conditions, effect of soil-pile-structure interaction on dynamic characteristics of this platform is studied. Jacket and deck of a prototype platform is installed on a hinge-based case first and then platform is installed on eight skirt piles embedded on continuum monolayer sand. Dynamic characteristics of platform in term of natural frequencies, mode shapes and modal damping are compared for both cases. Effects of adding and removing vertical bracing members in top bay of jacket on dynamic characteristics of platform for both boundary conditions are also studied. Numerical simulation of responses for the studied platform is also performed for both mentioned cases using capability of ABAQUS and SACS software. The 3D model using ABAQUS software is created using solid elements for soil and beam elements for jacket, deck and pile members. Mohr-Coulomb failure criterion and pile-soil interface element are used for considering nonlinear pile soil structure interaction. Simplified modeling of soil-pile-structure interaction effect is also studied using SACS software. It is observed that dynamic characteristics of the system changes significantly due to soil-pile-structure interaction. Meanwhile, both of complex and simplified (ABAQUS and SACS, respectively) models can predict this effect accurately for such platforms subjected to dynamic loading in small range of deformation.

키워드

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  4. 3D FEM Analysis of a Pile-Supported Riverine Platform under Environmental Loads Incorporating Soil-Pile Interaction vol.6, pp.1, 2018, https://doi.org/10.3390/computation6010008
  5. Nonlinear analysis of a riverine platform under earthquake and environmental loads vol.26, pp.6, 2012, https://doi.org/10.12989/was.2018.26.6.343
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  7. Pile-soil-structure interaction effect on structural response of piled jacket-supported offshore platform through in-place analysis vol.18, pp.4, 2020, https://doi.org/10.12989/eas.2020.18.4.407
  8. Numerical analysis for structure-pile-fluid-soil interaction model of fixed offshore platform vol.10, pp.3, 2012, https://doi.org/10.12989/ose.2020.10.3.243
  9. In-place analysis for design-level assessment of the fixed offshore platform vol.16, pp.8, 2021, https://doi.org/10.1080/17445302.2020.1787931