Seismic Performance Evaluation of a 2 Story Unreinforced Masonry Building

2층 비보강 조적조 건물의 내진 거동 평가

  • 김홍범 (한양대학교 건축공학과) ;
  • 이준석 (한양대학교 산업과학연구소) ;
  • 한상환 (한양대학교 건축공학과)
  • Published : 2001.10.01

Abstract

URM buildings have been damaged seriously during earthquake since they were not designed to resist lateral loads. It has led to the importance of studying the behavior and capacity for URM building. The objective of this study is to evaluate seismic performance of URM (Unreinforced Masonry) building. For this purpose, this paper discuss the response of 2 story reduced-scale building subjected to earthquake motion and compare them using existing guidelines to provide improved knowledge for URM building.

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