Study on Live Loads in Office Buildings

사무실 적재하중의 통계적 조사 연구

  • 김상효 (한국건설기술연구원 구조연구실 수석연구원) ;
  • 조형근 (한국건설기술연구원 구조연구실) ;
  • 배규웅 (한국건설기술연구원 구조연구실) ;
  • 박홍석 (한국건설기술연구원 구조연구실)
  • Published : 1989.10.01

Abstract

Live load data in domestic office buildings have been collected in a systematic manner. Based on surveyed data, equivalent uniformly distributed load intensities, which produce the same load effect as the actual spatially varying live load, have been obtained for various structural members(such as slab, beam, column, etc.). Influence surface method has been employed to compute load effects under real live load, inclucing beam moment, slab moment as well as axial force and moments in column. The results have been examined to find probabilistic characteristics and relationship between influence area and load intensity(or coefficient of variation). The results were also compared with other survey results and found to be reasonable.

Keywords