편심하중을 받는 철판 영구거푸집 적용 철근선조립 기둥의 구조성능평가

다국어 초록 (Multilingual Abstract)

Conventional reinforced concrete (RC) structures generally require long construction periods and high costs due to many on-site temporary form works. In this study, the prefabricated columns with permanent thin-walled steel form integrated with reinforcement cage (PCSFRC) system have been developed to reduce labor costs and construction time by minimizing the temporary works. The structural performances of the PCSFRC have been conducted under eccentric compressive loads, introducing axial forces and moments to the specimens at the same time. Experimental results of the PCSFRC specimens showed more ductile behaviors than those of RC and concrete filled Tube (CFT) column specimens. Their member strengths were also compared to those specified in current design codes.

목차 (Table of Contents)

• Abstract
• 1. 서론
• 2. 실험계획 및 방법
• 3. 실험결과 및 분석
• 4. KBC 2016 기반 P-M 상관곡선
• 5. 결론
• REFERENCES

참고문헌 (Reference)

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