JKSMI
Journal of the Korea Institute for
Structural Maintenance and Inspection
KSMI
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ISSN : 2234-6937 (Print)
ISSN : 2287-6979 (Online)
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Journal of the Korea Concrete Institute
J Korea Inst. Struct. Maint. Insp.
Indexed by
Korea Citation Index (KCI)
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2025-08
(Vol.29 No.4)
10.11112/jksmi.2025.29.4.26
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REF
References
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Federal Emergency Management Agency (FEMA). (2000), Prestandard and Commentary for the Seismic Rehabilitation of Buildings (FEMA 356). Federal Emergency Management Agency, Washington, D.C.
2
American Society of Civil Engineers. (2017), Seismic Evaluation and Retrofit of Existing Buildings (ASCE 41-17), American Society of Civil Engineers, Reston, VA.
3
Guidelines of Seismic Performance Evaluation for Existing Facilities (Building), Ministry of Land, Korea Authority of Land & Infrastructure Safety, (2021) (in Korean).
4
Architectural Institute of Korea., Korean Building Code Center. (2021), Nonlinear analysis model for performance-based seismic design of reinforced concrete building structures, Korea.
5
Bali, I., and Hwang, S. J. (2007), Strength and deflection prediction of double-curvature reinforced concrete squat walls, Structural engineering and mechanics, An International Journal, 27(4), 501-521.
6
Hidalgo, P. A., Ledezma, C. A., and Jordan, R. M. (2002), Seismic behavior of squat reinforced concrete shear walls, Earthquake Spectra, 18(2), 287-308.
7
Lopes, M. M. P. D. S. (1991), Seismic behaviour of reinforced concrete walls with low shear ratio (Doctoral dissertation, Imperial College London (University of London)).
8
John, S. T. (2015), Implementation of Fiber Element Model for Non-linear Analysis, National Institute of Technology Rourkela.
9
Inel, M., and Ozmen, H. B. (2006), Effects of plastic hinge properties in nonlinear analysis of reinforced concrete buildings, Engineering Structures, 28(11), 1494-1502.
10
Lee, B. S., Lim, C. H., Lee, J. Y., and Kim, Y. B., (2001), Evaluating the Behavior of Coupled Shear Wall Changed by Relative Stiffness Ratio of Coupled Beam and Shear Walls. Journal of Engineering Research, 17(2), 17-28 (in Korean).
11
Lu, X., and Chen, Y. (2005), Modeling of coupled shear walls and its experimental verification, Journal of Structural Engineering, 131(1), 75-84.
12
Harries, K. A., Gong, B., and Shahrooz, B. M. (2000), Behavior and design of reinforced concrete, steel, and steel-juconcrete coupling beams. Earthquake Spectra, 16(4), 775-799.
13
Al-Tarafany, D. (2022). Simplified design of coupled shear wall systems for typical building configuration. Practice Periodical on Structural Design and Construction, 27(3), 04022025.
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Chun, Y. S., and Hur, M. W. (2010), Seismic isolation effects according to set up the isolation period in the medium and low-rise framed building. Journal of the Korea Institute for Structural Maintenance and Inspection, 14(6), 93-99 (in Korean).
15
Walpole, R. E., Myers, R. H., Myers, S. L., and Ye, K. (1993), Probability and statistics for engineers and scientists (Vol. 5, pp. 326-332). New York: Macmillan.
