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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. 2022-12 (Vol.26 No.6)
  4. 10.11112/jksmi.2022.26.6.193
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References

1 
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2 
Kim, Y.J., and OH, S.H. (2006), Evaluation of moment transfer efficiency of a beam web at RHS column-to-beam connections, Earthquake Engineering Society of Korea, EESK, 10(4), 67-76. (in Korean).DOI
3 
Kim, S.H, Kim, Y.J, OH, S.H., and MOON, T.S. (2004), Analytical study on relationship of moment transfer efficiency and strain concentration of steel beam to column connections, Architectural Institute of Korea, 24(1), 107-110. (in Korean).URL
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OH, S.H., Kim, Y.H., Kim, Y.J., Ryu, H.,S., and Park, H.Y. (2020), An analytical study on the deep H-shaped beam-to-column connections with double slit damper type energy absorption system, Journal of Korean Society of Steel Construction, KSSC, 32(1), 11-22. (in Korean).URL
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KSSC. (2022), 3rd revision of the detailed quidelines for standard joining of building steel structures.Google Search
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OH, S.H., and Park, H.Y. (2014), A study on deformation capacity of high strength steel beam-to-column connections according to welding detail at beam end, Journal of Korean Society of Steel Construction, 26(4), 335-348. (in Korean).DOI
11 
Korea Construction Standards Center. (2019), KDS41.Google Search
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SIMULA, ABAQUS 6.11 abaqus/CAE User’s Maual Construction, 26(5), 229-239. (in Korean).URL
13 
Park H.Y. (2017), Seismic Performance of Damage Controlled Structural System with Energy Absorption Devices at Beam End, Ph.D. Dissertation, University of Pusan, Korea (in Korean).URL
14 
KATS, KSCI. (2019), KS B 1010 Set of high strength hexagon bolt, hexagon nut and plain washers for friction grip joints.Google Search