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

被引:16
作者
Asgarian, Behrouz [1 ]
Shokrgozar, Hamed Rahman [1 ]
Shahcheraghi, Davoud [1 ]
Ghasemzadeh, Hasan [1 ]
机构
[1] KN Toosi Univ Technol, Fac Civil Engn, Tehran, Iran
来源
COUPLED SYSTEMS MECHANICS | 2012年 / 1卷 / 04期
关键词
steel jacket type offshore platform; soil-pile-structure interaction; dynamic characteristics; experimental modal analysis;
D O I
10.12989/csm.2012.1.4.381
中图分类号
O3 [力学];
学科分类号
08 ; 0801 ;
摘要
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.
引用
收藏
页码:381 / 395
页数:15
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