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Serviceability of Prestressed Concrete One-Way Slab  

Lee, Young Hak (Department of Architectural Engineering, Kyung Hee University)
Publication Information
Journal of Korean Association for Spatial Structures / v.16, no.1, 2016 , pp. 22-27 More about this Journal
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Times Cited By KSCI : 1  (Citation Analysis)
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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.   DOI
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   DOI
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.   DOI