Proceedings of the Earthquake Engineering Society of Korea Conference (한국지진공학회:학술대회논문집)
- 2001.09a
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- Pages.399-406
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- 2001
An Experimental Study on Dynamic Response of Two Story Masonry Buildings
2층 조적조 건축물의 지진 응답에 대한 실험연구
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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