Proceedings of the Computational Structural Engineering Institute Conference (한국전산구조공학회:학술대회논문집)
- 2001.10a
- /
- Pages.531-536
- /
- 2001
Seismic Performance Evaluation of a 2 Story Unreinforced Masonry Building
2층 비보강 조적조 건물의 내진 거동 평가
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.
Keywords