An Experimental Study on Dynamic Response of Two Story Masonry Buildings

2층 조적조 건축물의 지진 응답에 대한 실험연구

  • 최성모 (서울시립대학교 건축공학과) ;
  • 권기혁 (서울시립대학교 건축공학과) ;
  • 노현섭 (서울시립대학교 건축공학과)
  • Published : 2001.09.01

Abstract

Most unreinforced masonry buildings have a lot of structural faults under the lateral load. Therefore, considering the heavy damage of URM buildings caused by the earthquakes, it may be necessary for the effective seismic code and reinforcing method. This paper describes the research-in-progress on an experiment program fur the investigation of the relatively simple and reliable analytical model to estimate dynamic response of URM buildings and briefly reviews the concept of the reinforcement fur damaged URM buildings.

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