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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2019-12
(Vol.23 No.7)
10.11112/jksmi.2019.23.7.137
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REF
References
1
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2
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3
Chang-Kyu Park, Young-Soo Chung, Dae-Hyung Lee, 2010, Response Analysis of RC Bridge Pier with Various Superstructure Mass under Near-Fault Ground Motion, Journal of the Korea Concrete Institute, Vol. 22, No. 5, pp. 667-673
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Mohammad Hajali, Abdolrahim Jalali, Ahmad Maleki, 2018, Effect of Near Fault and Far Fault GroundMotions on Nonlinear Dynamic Response and Seismic Improvement of Bridges, Civil Engineering Journal, Vol. 4, No. 6
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K. S. Jeon, 2000, Analysis of vertical and horizontal resistance behaviour of cast-in-situ concrete piles in completely weathered granite gneiss, Ph. D. thesis, Seoul University
8
Dynamic Response of Bridges to Near-fault, Forward Directivity Ground Motions, Washington State Transportation Commission, Department of Transportation and in cooperation with U.S. Department of Transportation Federal Highway Administration, December 2007
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2012, Active Fault Map and Seismic Hazard Map, National Emergency Management Agency
10
Y. Ohsaki, R. Iwasaki, 1973, On dynamic shear moduli and Poisson’s ratio of soil deposits, Soil and Foundation, Vol. 13, pp. 61-73
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J.B. Mander, M.J.N. Priestley, R. Park, 1988, Observed stress-strain behavior of confined concrete, J, Struct. Div, ASCE, Vol. 114, No. 8, pp. 1827-1849
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M. Menegotto, P.E. Pinto, 1973, Method of analysis of cyclically loaded RC plane frames including changes in geometry and non-elastic behavior of elements under normal force and bending, Preliminary Report IABSE, Vol. 13
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P. G. Somerville, N. F. Smith, R. W. Graves, 1997, Modification of Empirical Strong Ground Motion Attenuation Relations to Include the Amplitude and Duration Effects of Rupture Directivity, Seismological Research Letters, Vol. 68, No. 1, pp. 199-222