Abstract
Abstract In the country with frequent earthquakes like Japan, resistance to earthquake is assessed on the basis that Dam body's Face slab is destroyed by concentrated stress. In our country this kind of modeling and analysis is not yet definitely established. This paper performed pseudo static analysis and dynamic analysis for CFRD and evaluated reliability with the results of Shaking Table Test. The Seismic coefficient method, modified seismic coefficient method, Newmark method of Pseudo-static analysis and frequency domain response analysis, time domain history analysis of dinamic analysis were used. The analysis results were differ between analysis method, but the trends of acceleration and displacement were good agreement with the results of shaking table test. Key Words : Modified seismic coefficient method, Newmark method, Frequency domain response anlaysis, Time domain history anlaysis * 교신저자 : 황성춘(yeons@yeons.co.kr)접수일 11년 07월 21일 수정일 11년 08월 24일 게재확정일 11년 09월 08일
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