Steel and Composite Structures

  • 제22권3호
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  • Pages.613-625
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  • 2016
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  • 1229-9367(pISSN)
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  • 1598-6233(eISSN)
테크노프레스 (Techno-Press)
권호 표지
DOI QR코드

DOI QR Code

Research on rotation capacity of the new precast concrete assemble beam-column joints

  • Han, Chun (College of Civil Engineering and Architecture, Xinxiang University) ;
  • Li, Qingning (College of Civil Engineering, Xi'an University of Architecture and Technology) ;
  • Wang, Xin (United Architecture Design Group Shanghai) ;
  • Jiang, Weishan (College of Civil Engineering, Xi'an University of Architecture and Technology) ;
  • Li, Wei (College of Civil Engineering and Architecture, Wenzhou University)
  • 투고 : 2015.12.19
  • 심사 : 2016.10.18
  • 발행 : 2016.10.30
⟨ 이전 논문 다음 논문 ⟩

초록

The joints of the new prefabricated concrete assemble beam-column joints are put together by the hybrid joints of inserting steel under post-tensioned and non-prestressed force and both beams and columns adopt prefabricated components. The low cyclic loading test has been performed on seven test specimens of beam-column joints. Based on the experimental result, the rotation capacity of the joints is studied and the $M-{\theta}$ relation curve is obtained. According to Eurocode 3: Design of steel structures and based on the initial rotational stiffness, the joints are divided into three types; by equivalent bending-resistant stiffness to the precast beam, the equivalent modulus of elasticity $E_e$ is elicited with the superposition method; the beam length is figured out that satisfies the rigid joints and after meeting the requirements of application and safety, the new prefabricated concrete assemble beam-column joints can be regarded as the rigid joints; the design formula adopted by the standard of concrete joint classification is theoretically derived, thereby providing a theoretical basis for the new prefabricated concrete structure.

키워드

과제정보

연구 과제 주관 기관 : Zhejiang Provincial Natural Science Foundation of China, National Natural Science Foundation of China

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