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A Discussion on the Improvement of Pseudo-Static Seismic Design Criteria of Retaining Wall in Domestic

국내 옹벽의 유사정적 내진설계기준 개선방향에 대한 고찰

  • Jo, Seong-Bae (Dept. of Civil and Environmental Engineering, KAIST) ;
  • Ha, Jeong Gon (Dept. of Civil and Environmental Engineering, KAIST) ;
  • Lee, Jin-Sun (Dept. of Civil and Environmental Engineering, Wonkwang Univ.) ;
  • Kim, Dong-Soo (Dept. of Civil and Environmental Engineering, KAIST)
  • 조성배 (한국과학기술원(KAIST) 건설 및 환경공학과) ;
  • 하정곤 (한국과학기술원(KAIST) 건설 및 환경공학과) ;
  • 이진선 (원광대학교 토목환경공학과) ;
  • 김동수 (한국과학기술원(KAIST) 건설 및 환경공학과)
  • Received : 2014.09.30
  • Accepted : 2014.11.13
  • Published : 2015.03.01

Abstract

This paper reviews the current seismic design code and research for dynamic earth pressure on retaining structures. Domestic design codes do not clearly define the estimation of dynamic earth pressure and give different comments for seismic coefficient, wall inertia and distribution of dynamic earth pressure using Mononobe-Okabe method. AASHTO has been revised reflecting current research and aims for effective seismic design. Various design codes are analyzed to compare their performance and economic efficiency. The results are used to make improvement of current domestic seismic design code. Further, it is concluded that the experimental investigation is also needed to verify and improve domestic seismic code for dynamic earth pressure.

Keywords

References

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