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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2015-10
(Vol.27 No.5)
10.4334/JKCI.2015.27.5.489
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REF
1
1.Vladmir Cervenka, Kurt H. Gerstle, “Inelastic Analysis of Reinforced Concrete Panels : Experimental Verification and Application”, IABSE publications, Vol.32, 1972, pp.25-37.
2
2.ACI 318 Committee, Building Code Requirements for Structural Concrete (ACI 318-11) and Commentary, Farmington Hills, 2011, p.170.
3
3.ACI 318 Committee, Building Code Requirements for Structural Concrete (ACI 318-11) and Commentary, Farmington Hills, 2011, p.357.
4
4.FEMA 306, Evaluation of Earthquake Damaged Concrete and Masonry Wall Buildings, Washington, D.C., 1998, p.88.
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5.Hwang, S., Fang, W., Lee, H., and Yu, H., “Analytical Model for Predicting Shear Strength of Squat Walls”, J. Struct. Eng, Vol.127, No.1, 2001, pp.43-50.
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6.Jennewein, M. and Schäfer, K., “Standardisierte Nachweise von häufigen D-Bereichen”, DAfStb. Heft No. 430, Beuth-Verlag, Berlin, 1992(in German).
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7.Lang, Kerstin, Seismic vulnerability of existing buildings, No.273. vdf Hochschulverlag AG, 2002.
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8.Maidiawati&Thandar Oo, and Sanada, Y., “A simple approach for determining contact length between frame and infill of brick masonry infilled R/C frames”, Proceedings of 15WCEE, Lisbon,Portugal, 2012.
9
9.Patricia, Jean Gaynor, “The effect of openings on the cyclic behavior of reinforced concrete infilled shear walls”, In Partial Fulfillment of the Requirement for the Degree of Master of Science in Engineering. The university of Texas at Austin.