The Dynamic Behavior Properties of Concrete Dam for Seismic Magnitude

지진규모에 따른 콘크리트댐의 동적거동특성

  • 임정열 (한국수자원공사 수자원연구소 댐안전팀 연구원) ;
  • 이종욱 (한국수자원공사 수자원연구소 댐안전팀 연구원) ;
  • 오병현 (한국수자원공사 수자원연구소 댐안전팀 팀장)
  • Published : 2002.03.01

Abstract

It was performed that the seismic response analysis using seismic magnitude and concrete dam type(Model-1, Model-2) on dynamic behavior properties of concrete dam. As a results of each seismic magnitude acted on concrete dam, the maximum response acceleration at dam crest was amplified about 3, 5-4 times and maximum displacement and stress at dam crest of Model-2 was larger than Model-1. So, it can be recommended that codified-seismic coefficient method is proper in case of seismic design of concrete dam and Model-1 is better than Model 2 in consideration of stability in displacement and stress of design of concrete dam.

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