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Journal of the Korea Concrete Institute

ISO Journal TitleJ Korea Concr Inst.
  • SCOPUS
  • KCI Accredited Journal

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  3. 2018-12 (Vol. 30 No.6)
  4. 10.4334/JKCI.2018.30.6.633
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1 
AIK. (2016) Korean building code and commentary. Architectural Institute of Korea. (In Korean)Google Search
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)Google Search
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.DOI
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)DOI
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)Google Search
6 
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)DOI
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)Google Search
8 
Li, K. (2009) CANNY:3-dimensional nonlinear static/dynamic structural anlysis computer program-User Manual, CANADA, CANNY Structural Analysis.Google Search
9 
Satrajit, D. and James, M. N. (2003) Seismic Design Aspects of Vertically Irregular Reinforced Concrete Buildings. Earthquake Spectra 19(3), 455-477.DOI
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.DOI