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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2014-06
(Vol.26 No.3)
10.4334/JKCI.2014.26.3.255
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REF
1
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2
2.Ha, S. S., Oh, Y. H., Choi, C. S., and Lee, L. H., “Confinement Range of Transverse Reinforcements for T-shaped Reinforced Concrete Walls,” Journal of the Korea Conrete Institute, Vol. 14, No. 6, 2002, pp. 1001-1009.
3
3.Yang, J. S. and Lee, L. H, “Structural Performance at T-Shaped Walls based on the Variation of Vertical Reinforcement in Effective Width of Flange,” Journal of the Architectural Institute of Korea, Vol. 19, No. 4, 2003, pp. 3-10.
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4.ACI Committee 318, Building Code Requirements for Structural Concrete, ACI 318-08, 2008, 493 pp.
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6.EC8, Eurocode No.8 : Structure in Seismic Regions- Design, Part 1. General and Building, Report EUR 12266 En, Industrial Processes, Building and Civil Engineering, Commission of the European Communities, May 1998, 327 pp.
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7.Lim, W. Y. and Hong, S. G., “Behavior of Precast Concrete Shear Walls with C-Type Connections,” Journal of the Korea Concrete Institute, Vol. 22, No. 4, 2010, pp. 461-472.
8
8.Englekirk, R, E., Seismic Design of Reinforced and Precast Concrete Buildings, John Wiley and Sons, 2003, pp. 348-529.
9
9.Korea Concrete Institute, Concrete Design Code and Commentary, Kimoondang Publishing Company, Seoul, 2008, 523 pp.
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10.Panneton, M., Leger, P., and Tremblay, R., “Inelastic Analysis of a Reinforced Concrete Shear Wall Building According to the National Building Code of Canada 2005,” Canadian Journal of Civil Engineering, 2006, pp. 854-871.
11
11.Sittipunt, C., Wood, S. L., Lukkunaprasit, P., and Pattararattanakul, P., “Cyclic Behavior of Reinforced Structural Walls with Diagonal Web Reinforcement,” ACI Structural Journal, July-August 2001, pp. 554-562.