Proceedings of the Earthquake Engineering Society of Korea Conference (한국지진공학회:학술대회논문집)
- 2002.09a
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- Pages.91-97
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- 2002
The Seismic Performance of Rockfill Dam with Elasto-Plastic Constitutive Model
탄-소성 구성모델을 이용한 사력댐의 동적거동특성
Abstract
Total stress analysis method and nonlinear constitutive models have been used to analyze a dynamic performance of Dams but, there is some limitation in analysis, for example, effects of build up of pore pressure and generations of permanent deformations. Therefore considering these limitations, which is mentioned before, dynamic behavior characteristics of dams and response acceleration characteristics was analyzed in time domain, applying an elasto-plastic constitutive model and effective analysis method.
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