Proceedings of the Computational Structural Engineering Institute Conference (한국전산구조공학회:학술대회논문집)

Computational Structural Engineering Institute of Korea (한국전산구조공학회)
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Comparative Study on the Results of Seismic Design by Dynamic Analysis Method

동적 해석법을 이용한 내진설계 결과의 비교 고찰

  • 이성우 (정회원, 국민대학교 토목공학과) ;
  • 노홍식 (국민대학교 토목공학과) ;
  • 심규점 (국민대학교 토목공학과)
  • Published : 1991.10.01
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Abstract

Recently increasing number of highrise buildings are aseismically designed by dynamic analysis method. To perform comparative study on the results of seismic design by dynamic analysis method, five-to thirty-story building models of ductile moment resisting frames and braced frames are considered. Base shears of these models using the spectrum of equivalent static method in the current Korean code and the ones of dynamic analysis method in the UBC-88 code are compared. Based on this study design spectra to be used in the dynamic analysis in Korea are proposed and the results are compared.

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