Computer File

Boundary Element Model Coupled with Finite Element Model for Dynamic Soil-Pile-Structure Interaction

The Boundary Element Method coupled with the
Finite Element Method is used to model the dynamic
interaction of soil – pile. The system considered is a
single pile embeded in a viscoelastic half space. The
system is subjected to upward propagating harmonic
shear wave. The displacement of the pile has to be
found. The pile is modelled using the finite elements
and the soil is modelled with boundary element. A
computer program using FORTRAN is developed for
the purpose of this study. A parametric study is made
in this study . The parameters are the ratio of modulus
of elasticity of the pile to the modulus of elasticity of
the soil, length of pile, diameter of pile and frequency
of the shear waves. The result of the analysis yields
conclusions that give an insight into the dynamic
interaction behavior of the soil-pile-structure system.

Ketersediaan

Informasi Detail

Judul Seri

No. Panggil

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Penerbit

Los Alamitos, CA : IEEE Computer Society Press., 2009

Deskripsi Fisik

p. 491-496

Bahasa

English

ISBN/ISSN

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Klasifikasi

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Tipe Isi

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Tipe Media

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Tipe Pembawa

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Edisi

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Subjek

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Info Detail Spesifik

Dipresentasikan pada Asia Modelling Symsosium 2009 "Third Asia International Conference on Modelling & Simulation". Bandung/Bali, Indonesia. 25-26/29 May 2009

Pernyataan Tanggungjawab

Paulus Karta Wijaya

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