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http://dx.doi.org/10.5762/KAIS.2011.12.9.4239

Evaluation of the Application and Analysis Method at Seismic Design of Dam  

Hwang, Seong-Chun (Railroad Civil & Environment Engineering, Gyeongju University)
Publication Information
Journal of the Korea Academia-Industrial cooperation Society / v.12, no.9, 2011 , pp. 4239-4249 More about this Journal
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.
Keywords
Modified seismic coefficient method; Newmark method; Frequency domain response anlaysis; Time domain history anlaysis;
Citations & Related Records
Times Cited By KSCI : 1  (Citation Analysis)
연도 인용수 순위
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