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Journal of the Korea Concrete Institute

J Korea Inst. Struct. Maint. Insp.
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  • Korea Citation Index (KCI)

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  3. 2023-12 (Vol.27 No.6)
  4. 10.11112/jksmi.2023.27.6.86
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References

1 
Takeda, T., Sozen, M. A., and Nielsen, N. N. (1970), Reinforced concrete response to simulated earthquakes, Journal of the Structural Division, 96(12), 2557-2573.DOI
2 
Ibarra, L. F., and Krawinkler, H. (2005), Global Collapse of Frame Structures under Seismic Excitations, PEER Report 2005-06. Pacific Earthquake Engineering Research Center, University of California, Berkeley, CA.URL
3 
Lee, J. Y., and Watanabe, F. (2003), Shear deterioration of reinforced concrete beams subjected to reversed cyclic loading, Structural Journal, 100(4), 480-489.DOI
4 
Architectural Institute of Korea, Korea Concrete Institute. (2021), Nonlinear analysis model for performance-based seismic design of reinforced concrete building structures, Korea.URL
5 
Naish, D., Fry, J. A., Klemencic, R., and Wallace, J. (2009), Experimental evaluation and analytical modeling of ACI 318-05/08 reinforced concrete coupling beams subjected to reversed cyclic loading. Report No. UCLA-SGEL, 6.URL