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논문 기본 정보
- 자료유형
- 학술대회자료
- 저자정보
- 발행연도
- 1993.4
- 수록면
- 313 - 625 (6page)
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초록· 키워드
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In the internal excitation soil-structure problem, it is
difficult for soil to be replaced by concentrated spring
and damper. In this study, mathematical ground model has
been simplified to 2 dimensional F.E.M model, and analyzed
for the various distances away from the drive point. By
using the mathematical ground model, the decay of vibration
with distance and thickness between independent and combined
footing has been compared.
Viscous damping is used in the soil-only model, and non
-proportional viscous damping is used in the soil-structure
model in order to consider the geometric damping. Frequency
domain RMS response has calculated using the unit harmonic
load from 1Hz to 35Hz
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UCI(KEPA) : I410-ECN-0101-2009-540-012930107