프리스트레스트 콘크리트 일방향 슬래브의 사용성 평가

Serviceability of Prestressed Concrete One-Way Slab

  • 이영학 (경희대학교 건축공학과)
  • Lee, Young Hak (Department of Architectural Engineering, Kyung Hee University)
  • 발행 : 2016.03.15

초록

키워드

참고문헌

  1. Moon, J. H. and Lee, L. H., "Analysis of Prestressed Continuous Members with Unbonded Tendons", J. Comput. Struct. Eng. Inst. Korea, Vol. 8, No. 4, 1995 pp. 75-85.
  2. Lee, S. C., and Lee, Y. H., "Behavior of Post-Tensioned Two-Way Slabs Depending on Tendon Layout", Journal of Korean Soc. Hazard Mitig., Vol. 11, No. 6, 2011, pp53-59. https://doi.org/10.9798/KOSHAM.2011.11.6.053
  3. ACI Committee 318-11, Building Code Requirements for Reinforced Concrete and Commentary (ACI 318-11), American Concrete Institute, Farmington Hills, 2011, pp.503.
  4. PCI Industry Handbook Committee, "PCI design handbook Precast and Prestressed Concrete Fifth Edition," Precast/Prestressed Concrete Institute, U.S.A., pp.632.
  5. Vu, N. A., Castel, A., and Francois, R., "Response of Post-tensioned Concrete Beams with Unbonded Tendons including Serviceability and Ultimate State," Engineering Structures, Vol. 32, No. 2, 2010, pp.556-569 https://doi.org/10.1016/j.engstruct.2009.11.001
  6. Yang, K. H., Mun, J. H., and Kim, G. H., "Flexural Behavior of Post-tensioned Normal Lightweight Concrete One-way Slabs," Engineering Structures, Vol. 56, 2013, pp. 1295-1307. https://doi.org/10.1016/j.engstruct.2013.07.004