The magnitude and frequency of earthquake in the Korean Peninsula and adjacencies are increasing, and sudden urbanization raised a possibility of damage in lives and economy. In Korea, buildings constructed from 1970s and early 1990s were designed non-seismic details. There are many studies about seismic retrofit system, but baseline data are in short. This study conducted several static tests to verify seismic performance of the RC frame with non-seismic details and analysed load-deformation relationship, damage condition, and so on using its resultant data.
목차
Abstract 1. 서론 1.1 연구의 목적 2. 실험계획 3. 실험결과 4. 결론 참고문헌