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Journal of the Korea Concrete Institute

ISO Journal TitleJ Korea Concr Inst.
  • SCOPUS
  • KCI Accredited Journal

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  3. 2022-06 (Vol.34 No.3)
  4. 10.4334/JKCI.2022.34.3.243
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References

1 
ASCE , 2017, Seismic Evaluation and Retrofit of Existing Buildings (ASCE/SEI 41-17), Reston, VA; American Society of Civil Engineers (ASCE). 416.Google Search
2 
Eom T. S., Park H. G., 2002, Simplifed Method for Estimating Energy-Dissipation Capacity of Flexure-Dominant RC Members, Journal of the Korean Concrete Institute, Vol. 14, No. 4, pp. 566-577Google Search
3 
Eom T. S., Park H. G., 2010, Evaluation of Energy Dissipation of Slender Reinforced Concrete Members and its Applications, Engineering Structures, Vol. 32, pp. 2884-2893DOI
4 
Eom T. S., Kang S. M., Choi T. W., Park H. G., 2018, Punching Shear Tests of Slabs with High-Strength Continuous Hoop Reinforcement, ACI Structural Journal, Vol. 115, No. 5, pp. 1295-1305DOI
5 
Eom T. S., Kang S. M., Park H. G., Choi T. W., Jin J. M., 2014, Cyclic Loading Test for Reinforced Concrete Columns with Continuous Rectangular and Polygonal Hoops, Engineering Structures, Vol. 67, pp. 39-49DOI
6 
Eom T. S., Lee S. J., Kim C. G., Park H. G., 2022, Nonlinear Modeling of Reinforced Concrete Columns under Cyclic Loading, ACI Structural Journal, Vol. 119, No. 2, pp. 195-208DOI
7 
Hwang H. J., Park H. G., 2020, Plastic Hinge Model for Performance-Based Design of Beam-Column Joints, Journal of Structural Engineering 2020DOI
8 
Hwang H. J., Park H. G., Choi W. S., Chung L., Kim J. K., 2011, Seismic Performance of Beam-Column Connections for Special Moment Frame Using 600 MPa Flexural Reinforcement, Journal of the Korean Concrete Institute, Vol. 23, No. 5, pp. 591-601DOI
9 
Kim S. H., Kwon B. U., Kang T. H.-K., 2016, Seismic Performance Assessment of Roof-Level Joints with Steel Fiber-Reinforced High-Strength Concrete, Journal of the Korean Concrete Institute, Vol. 28, No. 2, pp. 235-244DOI
10 
Lim J. J., Park H. G., Eom T. S., 2017, Cyclic Load Tests of Reinforced Concrete Columns with High-Strength Bundled Bars, ACI Structural Journal, Vol. 114, No. 1, pp. 197-207DOI
11 
MOLIT , 2021a, Design Code of Development and Splice of Reinforcing Bar for Concrete Structure (KDS 14 20 52), Sejong, Korea: Ministry of Land, Infrastructure and Transport (MOLIT).Google Search
12 
MOLIT , 2021b, Earthquake Resistant Design for Concrete Structures (KDS 14 20 80), Sejong, Korea: Ministry of Land, Infrastructure and Transport (MOLIT).Google Search
13 
Seong M. K., Chun S. C., 2018, Anchorage Behavior and Strengths of D22 SD600 Reinforcing Bars in Compression Terminated in Exterior Beam-Column Joint, Journal of the Korean Concrete Institute, Vol. 30, No. 5, pp. 505-516Google Search
14 
Seong M. K., Chun S. C., 2019, Anchorage Behavior of D22 SD600 Reinforcing Bars in Compression Terminated in Exterior Beam-Column Joint of 60 and 90 MPa Concrete, Journal of the Korean Concrete Institute, Vol. 31, No. 5, pp. 475-484Google Search
15 
Seong M. K., Chun S. C., 2020, Development Length in Compression of Beam Bars Terminated within Exterior Beam-Column Joint, Journal of the Korean Concrete Institute, Vol. 32, No. 4, pp. 341-349Google Search
16 
Sim H. J., Chun S. C., Choi S., 2016, Anchorage Strength of Headed Bars in Steel Fiber-Reinforced UHPC of 120 and 180 MPa, Journal of the Korean Concrete Institute, Vol. 28, No. 3, pp. 365-373DOI
17 
Sim H. J., Chun S. C., Kim M. K., 2018, Evaluation of Side-Face Blowout Strength of SD700 Hooked Bars in Exterior Beam-Column Joint, Journal of the Korean Concrete Institute, Vol. 30, No. 6, pp. 591-599Google Search