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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2022-12
(Vol.26 No.6)
10.11112/jksmi.2022.26.6.182
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References
1
Lee, K. W. (2022), Seismic performance evaluation of steel connection and moment frame considering load velocity, master dissertation, Master dissertation, Department of Architectural Engineering The Graduate School Pusan National University .
2
SAC Joint Venture (2000), Recommended Seismic Design Criteria for New Steel Moment-Frame Buildings, FEMA-350, Chapter 3 Connection Qualification.
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Bomel, L. (1999), The behaviour of carbon steels at high strain rates and strain limits, Offshore Technology Report – OTO 1999018, Health and Safety Executive.
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Yu, H., Guo, Y., and Lai, X. (2009), Rate-dependent behavior and constitutive model of DP600 steel at strain rate from 10-4 to 103 s-1, Materials and Design, 30(7), 2501-25
5
Kim, K. H , Lim, J. H., and Lim, Y. M. (2008), Study on rate dependent fracture behavior of structures; application to brittle using molecular dynamics, Journal of the Korean Society of Civil Engineers Volume, 28(4A), 529-536
6
Korea Construction Standards Center. (2019), Building Structure Standards KDS 41.
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Korean Society of Steel Construction. (2018), KS New Steel Structure Design, Gumi Library (written).
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Oh, S. H (1998) 柔剛混合形式接合部から成るエネルギ-分散型多層骨組の耐震設計, PhD dissertation, The Graduate School of Tokyo University.
9
Kato, B., Akiyama, H., and Yamanouchi, Y. (1973), Predictable properties of material under incremental cyclic loading, IABSE, Preliminary Publication Lisbon, pp.119-124.