In paper after the strong earthquake of recently the Korea neighborhood, the Korean government survey show that the 86% of school buildings in Korea are in potential damage risk and only 14% of them are designed as earthquake-resistance buildings. Earthquake Reinforcing projects of school have been a leading by the ministry of education, however their reinforcing methods done by not proved a engineering by experiment which results in uneconomical and uneffective rehabilitation for the future earthquake. An experimental and analytical study have been conducted for the shear reinforcing method of column by axis and horizontal axis load using attaching composite beam. Based on the previous research, in this study, Design examples are given to show the performance evaluation for the column reinforcing of old school buildings using nonlinear analysis is going to be conducted and strengthening method is going to be on the market after their performance is proved by the test.

 Abstract  1. 서 론  2. 보강재  3. 실험   3.1실험체 계획   3.2 실험체 보강   3.3 실험 방법  4. 실험 결과   4.1 파괴형상   4.2 하중-변위 관계   4.3 최대하중 및 에너지 소산능력  5. 설계 예 및 고찰  6. 결 론  감사의 글  참고문헌

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