내력감소 철근콘크리드 기둥의 구조적 거동에 관한 실험적 연구 = An Experimental Study on the Structural Behavior of Reinforced Concrete Columns Repaired and Strengthened with Epoxy-Bonded Steel Plates

다국어 초록 (Multilingual Abstract)

In structure of reinforced concrete, strength is decreased by problem of materials and construction failure. For bring used day, structure is injured by overload and vibration, and require countermeasure because of crack and extreme strain.
At this point, in column, which can injury structure. confined by steel plate. according to quantity of reinforcement and ratio of depth-thickness. investigate relation of countermeasure efficient and strength and study strength and ductility of column confined by steel plate.
Throughout this experimental study. we analyzed strength of specimens. dtraon and ductility with section area of steel plate. ratio of volume, ratio of depth-thickness for that result.
1) There is little difference in increasing of maximum strength between 80mm specimen and 100mm in the width. If the width of steel plate were over 80mm. the efficiency for increasing of load is decreased.
2) The quantity of reinforcement and ratio of width-thickness are not proportion to ratio of strength. Therefore and maximum efficiency is showed at the barch of c-2 300㎤ and the batch of c-4 550㎤. If the width of the steel plate of reinforcement were over 80mm. the efficiency for ratio strength is decreased.

목차 (Table of Contents)

• Ⅰ. 서론
• Ⅱ. 실험계획 및 실험
• Ⅲ. 실험결과
• Ⅳ. 실험결과분석
• Ⅴ. 결론