Elasto-plastic Earthquake Response Analysis of Beam-Shear Wall Structural System

보-전단벽식 구조 시스템의 탄소성 지진응답 해석

  • 정명채 (삼성중공업(주) 건설기술연구소) ;
  • 이정원 (삼성중공업(주) 건설기술연구소)
  • Published : 1997.03.01

Abstract

The objective of present paper is to investigate elasto-plastic behaviour and estimate the resistance capacity of a beam-shear wall structural system against earthquake ground accleration exciations. Pushover analysis is adopted to estimate inttiate and post stiffnesses and yielding point for inelastic response analysis in LPM (Lumped Parameter Mass) model, and modified Clough model is used as the hysteresis rule of each story. Three earthquake waves are used in the analysis but their peak ground accelerations are changed to be 0.12g, 0.24g. It is assumed that the earthquakes act in the longigtudianl direction of a 25 Story apartment building which consists of two some unit plan. The distribution of story ratio and ductility ratio are estimated and discussed within Korean, Japanese code and UBC.

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