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학술연구/단체지원/교육 등 연구자 활동을 지속하도록 DBpia가 지원하고 있어요.
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초록· 키워드
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Recently, the seismic stability evaluation of concrete gravity dams is raised due to the failure of dams occurred by the Izmit, Turkey and JiJi, Taiwan earthquake in 1999. Dams failure may incur loss of life and properties around the dam as well as damage to dam structure itself. Recently, there has been growing much concerns about "earthquake - resistance" or "seismic safety" of existing concrete gravity dams designed before current seismic design provisions were implemented. This research develops three evaluation levels for seismic stability of concrete gravity dams on the basis of the evaluation method of seismic stability of concrete gravity dams in U.S.A., Japan, Canada, and etc. Level 1 is a preliminary evaluation which is for purpose of screening. Level 2 is a pseudo-static evaluation on the basis of the seismic intensity method. And level 3 is a detail evaluation by the dynamic analysis. Evaluation results on existing concrete gravity dams on operation showed good seismic performance under designed artificial earthquake(KHC earthquake).
목차
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참고문헌 (11)
참고문헌 신청
Ministry of Land, Infrastructure and Transport / 2013 / Concrete Specification / Korea Road and Transportation Association
KCI / 2015 / Concrete Structure Design Creteria :179~182
National Disaster Management Institute / 2002 / A Study on the Earthquake-resistance Design and Criteria (II)
Water Resources Corporation / 1997 / A Study on the Earthquakeresistance of Dam
Korean Institude Construction Technology / 1997 / Earthquake Resistance Design Criteria(I)
KCI / 2015 / Concrete Structure Design Creteria :179~182
National Disaster Management Institute / 2002 / A Study on the Earthquake-resistance Design and Criteria (II)
Water Resources Corporation / 1997 / A Study on the Earthquakeresistance of Dam
Korean Institude Construction Technology / 1997 / Earthquake Resistance Design Criteria(I)
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