DOI QR코드

DOI QR Code

새로운 형식의 강-콘크리트 합성구조용 전단연결 시스템: Y형 Perfobond rib 전단연결재

A New Type of Shear Connection System for Steel-concrete Composite Structures: Y-Type Perfobond Rib Shear Connector

  • 김상효 (연세대학교 사회환경시스템공학부) ;
  • 박세준 (연세대학교 스마트공간연구원) ;
  • 정치영 (부산대학교 지진방재연구센터)
  • 발행 : 2015.05.31

초록

키워드

참고문헌

  1. Oguejiofor, E. C., Hosain, M. U., "Numerical Analysis of Push-out Specimens with Perfobond Rib Connectors", Computers and Structures, Vol. 62, 1997, pp. 617 - 624. https://doi.org/10.1016/S0045-7949(96)00270-2
  2. Medberry, S. B., Shahrooz, B. M., "Perfobond Shear Connector for Composite Construction", Engineering Journal, AISC , Vol. 39, 2002, pp. 2 - 12.
  3. Kim, S. H., Choi, J., Park, S., Ahn, J. H., Jung, C. Y., "Behavior of Composite Girder with Y-type Perfobond Rib Shear Connectors", Journal of Constructional Steel Research , Vol. 103, 2014, pp. 275 - 289. https://doi.org/10.1016/j.jcsr.2014.09.012
  4. Kim, S. H., Choi, K. T., Park, S., Park, S. M., Jung, C. Y., "Experimental Shear Resistance Evaluation of Y-type Perfobond Rib Shear Connector", Journal of Constructional Steel Research , Vol. 82, 2013, pp. 1 - 18. https://doi.org/10.1016/j.jcsr.2012.12.001
  5. Kim, S. H., Heo, W. H., Woo, K. S., Jung, C. Y., Park, S., "End-bearing Resistance of Y-type Perfobond Rib According to Rib width-height Ratio", Journal of Constructional Steel Research , Vol. 103, 2014, pp. 101 - 116. https://doi.org/10.1016/j.jcsr.2014.08.003