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주름관 이음방식으로 수직 연결한 프리캐스트 콘크리트 수평접합부의 구조성능
김설기(Kim, Seol-Ki),서수연(Seo, Soo-Yeon),임병호(Yim, Byeong-Ho),김승훈(Kim, Seung-Hoon),유종우(Yoo, Jong-Woo),차정우(Cha, Jeong-Woo) 대한건축학회 2017 대한건축학회 학술발표대회 논문집 Vol.37 No.2
The purpose of this study is to verify the structural performance of precast concrete horizontal joint connected vertically by corrugated pipe joint method. Through the horizontal cyclic load tests, the structural performance of the PC wall horizontal joint using the corrugate pipe joint method was analyzed. Experimental results showed that the experimental strength exceeded the nominal strength. C joint specimens showed stable hysteresis characteristics, and shear failure of the PC wall dominated the overall behavior. C joint specimens showed excellent ductility and stiffness, and excellent energy dissipation capacity.