Dynamic Response Analysis of R/C Frame Structures Using High-Strength Concrete

고강도 콘크리트를 사용한 R/C 평면골조의 동적응답해석

  • 장극관 (서울산업대학교 건축공학과) ;
  • 황정현 (서울산업대학교 건축공학과 연구원) ;
  • 방세용 (서울산업대학교 건축공학과)
  • Published : 2001.04.01


The purpose of this paper is to suggest an analytical technique for time history analysis of R/C frame structure using high-strength concrete under seismic loading. Current researches in hysteretic model of structral elements using high-strength concrete are not enough. It is the cause of error that apply hysteretic model of element using normal-strength concrete to the inelastic analysis of high-strength concrete R/C frame structures. In this paper time history analysis using IDARC and DRAIN programs was performed for a 2-bay, 20-story R/C frame structures. Particularly nonlinear dynamic analysis was performed by IDARC program that was applied hysteretic model of structural element using high-strength concrete. centro earthquake 1940 NS waves was used in the analysis and its peak ground accelerations are changed to be 0.12g, 0.25g