JKCI
Journal of
the Korea Concrete Institute
KCI
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ISSN : 1229-5515 (Print)
ISSN : 2234-2842 (Online)
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Journal of the Korea Concrete Institute
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J Korea Concr Inst.
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2014-10
(Vol.26 No.5)
10.4334/JKCI.2014.26.5.635
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REF
1
1.Korea Concrete Institute, concrete design code and commentary, Kimoondang, publish company, Seoul Korea, 2012, pp. 118-121.
2
2.ACI Committee 318, Building Code Requirements for Structural Concrete (ACI 318-11) and Commentary (ACI 318M-11), American Concrete Institute, 2011. pp. 166.
3
3.American Association of State Highway and Transportation Officials (AASHTO), LRFD Bridge Design Specification Customary U.S. Units. 2012. pp. 5-74.
4
4.EC2 (EN 1992-1-1), Eurocode 2 : Design of concrete structures–Part 1:General rules and rules for buildings. Commission for the European Community, 2002. pp. 86.
5
5.BSI, Group(BS EN 1168), Precast concrete products–Hollow core slabs. British Standards Institution, 2011. pp. 16.
6
6.Palmer, K. D. and Schultz, A. E., “Experimental investigation of the web-shear strength of deep hollow-core units,” PCI Journal, Vol. 56, No. 4, 2011, pp. 83-104.
7
7.ACI Committee 318, Building Code Requirements for Structural Concrete (ACI 318-05) and Commentary (ACI 318M-05), American Concrete Institute, 2005. pp. 153.
8
8.Hawkins, N. M. and Ghosh, S. K. “Shear strength of hollow-core slabs”, PCI Journal, Vol. 51, No. 1, pp. 110-114.
9
9.Pajari, M., Resistance of Prestressed Hollow core Slabs Against Web Shear Failure, Research Notes 2292, VTT Building and Transport, Kemistintie, Finland, 2005, pp. 1-69.
10
10.Yang, L. “Design of prestressed hollow core slabs with reference to web shear failure.” Journal of Structural Engineering, ASCE, Vol. 120, No. 9, pp. 2675-2696.