Journal of Korean Association for Spatial Structures (한국공간구조학회지)

Korean Association for Spatial Structures (한국공간구조학회)
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Serviceability of Prestressed Concrete One-Way Slab

프리스트레스트 콘크리트 일방향 슬래브의 사용성 평가

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

  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