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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2018-12
(Vol. 30 No.6)
10.4334/JKCI.2018.30.6.633
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REF
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AIK. (2016) Korean building code and commentary. Architectural Institute of Korea. (In Korean)
2
Baek, E. R. (2015) Evaluation of seismic performance for the low-rise reinforced concrete building considering vertical and horizontal irregularity. Doctor's thesis. Pusan National University, Pusan, Korea. (In Korean)
3
Chintanapakdee, C. and Chopra, A. K. (2004) Seismic Response of Vertically Irregular Frames: Response History and Modal Pushover Analyses. Journal of Structural Engineering 130(8), 1177-1185.
4
Kim, D. H., Kim, T. W., and Chu, Y. R. (2016) Collapse Probability of a Low-rise Piloti-type Building Considering Domestic Seismic Hazard. Journal of the Earthquake Engineering Society of Korea 20(7), 485-494. (In Korean)
5
Kwon, U. J., Baek, E. R., and Lee. S. H. (2017) Structure Behaviour Characteristics of Low-rised Piloti Type Reinforced Concrete Building according to Stiffness and Strength Ratios of Inter-story. Architectural Institute of Korea 19(1), 201-209. (In Korean)
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Kwon, Y. W., and Kim, M. S. (2005) Seismic Performance of Reinforced Concrete Shear Wall Buildings with Pilotis. Journal of the Korea Concrete Institute 17(4), 587-594. (In Korean)
7
Lee, H. S., and Lee, J. J. (2008) Seismic Performance Evaluation of Piloti-type Low-rise RC Apartment Building. Journal of the Korea Concrete Institute, Yongpyoung 24-25 April 2008. 253-256. (In Korean)
8
Li, K. (2009) CANNY:3-dimensional nonlinear static/dynamic structural anlysis computer program-User Manual, CANADA, CANNY Structural Analysis.
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Satrajit, D. and James, M. N. (2003) Seismic Design Aspects of Vertically Irregular Reinforced Concrete Buildings. Earthquake Spectra 19(3), 455-477.
10
Thuat, D. V. (2013) Story Strength Demands of Irregular Frame Buildings Under Strong Earthquakes. The Structural Design of Tall and Special Buildings 22, 687-699.