Human Comfort Criterium for Horizontal Vibration of High-Rise Buildings

초고층 건축물의 수평진동 사용성 평가기준

  • 조강표 (원광대학교 건축학부) ;
  • 홍성일 (원광대학교 공업기술개발연구소) ;
  • 정승환 (원광대학교 공업기술개발연구소) ;
  • 조수연 (원광대학교 대학원)
  • Published : 2006.08.23

Abstract

should be in This paper presents review on human comfort criteria in major codes and standards for tall buildings. In general, human comfort criteria of tall buildings have been used by magnitude of wind-induced acceleration response. Two different indexes in determination of the magnitude have been used: the peak value which occurs during a period of time and the rms value averaged over this same period. These distinctive acceleration indexes are discussed in detail and each criterium was reviewed and compared. The distinctions arisen because of the different wave forms, or acceleration signatures were addressed. It is described that which index of acceleration should be adopted in establishment of Korean human comfort criteria. In addition, some arguments from a technical standpoint that favor the use of each index are presented.

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