Dynamic-stiffness matrix of embedded and pile foundations by indirect boundary-element method
نویسندگان
چکیده
منابع مشابه
Dynamic elastic analysis of pile foundations using finite element method in the frequency domain
A quasi-three-dimensional finite element method of analysis is proposed for the dynamic response analysis of pile foundations that is computationally feasible for practical applications. The method uses a simplified three-dimensional wave equation for describing the dynamic response of the soil. The response of the pile foundation is computed directly without having to use pilesoilpile intera...
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This paper presents a technique to evaluate the fracture parameters by combining the edge based smoothed finite element method (ESFEM) and the scaled boundary finite element method (SBFEM). A semi-analytical solution is sought in the region close to the vicinity of the crack tip using the SBFEM, whilst, the ESFEM is used for the rest of the domain. As both methods satisfy the partition of unity...
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ژورنال
عنوان ژورنال: Nuclear Engineering and Design
سال: 1984
ISSN: 0029-5493
DOI: 10.1016/0029-5493(84)90273-5