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논문 기본 정보
- 자료유형
- 학술대회자료
- 저자정보
- 발행연도
- 1983.4
- 수록면
- 105 - 108 (4page)
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초록· 키워드
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This study reviews the substructure method and direct method involved in finite element method for
analysis of response of structure to earthquake ground motion including the effects of soil-structure
interaction.
This study applies a dynamic stiffness coefficients obtained by
Boundary integral equation to the substructure method.
The dynamic stiffness matrices for the soil region is obtained byd
the solution of Mathematical boundary value problem, since soil
region is considered as homogeneous viscoelastic half space. The
dynamic stiffness coefficients can be obtained displacement and
flexibility method.
Subsequently, the cases of various soil properties examined by the
proposed methods indicate that the response of the structure has
smaller amplitude of acceleration and lower natural frequency when
soil modulus decrease.
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