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論文投稿 MODIFIED SEISMIC COEFFICIENT METHOD OF EMBANKMENT DAMS REVIEWED BY RECENT SEISMIC RECORDS

作成年度 2013 年度
論文名 MODIFIED SEISMIC COEFFICIENT METHOD OF EMBANKMENT DAMS REVIEWED BY RECENT SEISMIC RECORDS
論文名(和訳)
論文副題
発表会
誌名 ICOLD
巻・号・回
発表年月日 2013/08/01
所属研究室/機関名 著者名(英名)
Dam and Appurtenant Structures Research TeamKatushi AOI
Dam and Appurtenant Structures Research TeamHiroyuki SATO
Dam and Appurtenant Structures Research TeamHiroki SAKAMOTO
Dam and Appurtenant Structures Research TeamTakashi SASAKI
Japan Dam Engineering CenterYoshikazu YAMAGUCHI
抄録
In 1991, The “Draft of Guidelines for Seismic Design of Embankment Dams” was drawn up in Japan. The Draft of Guidelines was established as the future design method for new dams, but it can be used for relatively evaluation of the seismic safety of existing dams. In the Draft of Guidelines, a modified seismic coefficient method is proposed as a seismic performance evaluation method for embankment dams in Japan with a height less than 100m, in which the vertical distribution of seismic force was determined with taking the seismic response of dam body into account. The seismic force coefficient was formulated through the examination and analysis of only eight seismic motions recorded at dam sites during actual relatively large earthquakes. But, since the implementation of the Draft of Guidelines, a number of seismic motions have been recorded at many dam sites in Japan. In our research, we re-examined seismic force coefficients using recent seismic motion records and proposed revised seismic force coefficients for a modified seismic coefficient method intended also for embankment dams greater than 100 m in dam height.
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