JKCI
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the Korea Concrete Institute
KCI
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ISSN : 1229-5515 (Print)
ISSN : 2234-2842 (Online)
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Journal of the Korea Concrete Institute
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J Korea Concr Inst.
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2022-06
(Vol.34 No.3)
10.4334/JKCI.2022.34.3.243
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REF
References
1
ASCE , 2017, Seismic Evaluation and Retrofit of Existing Buildings (ASCE/SEI 41-17), Reston, VA; American Society of Civil Engineers (ASCE). 416.
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. 566-577
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. 2884-2893
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. 1295-1305
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. 39-49
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. 195-208
7
Hwang H. J., Park H. G., 2020, Plastic Hinge Model for Performance-Based Design of Beam-Column Joints, Journal of Structural Engineering 2020
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. 591-601
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. 235-244
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. 197-207
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).
12
MOLIT , 2021b, Earthquake Resistant Design for Concrete Structures (KDS 14 20 80), Sejong, Korea: Ministry of Land, Infrastructure and Transport (MOLIT).
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. 505-516
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. 475-484
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. 341-349
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. 365-373
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. 591-599