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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2021-12
(Vol.33 No.6)
10.4334/JKCI.2021.33.6.619
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REF
References
1
ACI Committee 352R , 2002, Recommendations for Design of Beam-Column Connections in Monolithic Reinforced Concrete Structures, Farmington Hills, MI; American Concrete Institute (ACI), 38
2
ACI Committee 374 , 2019, Acceptance Criteria for Moment Frames Based on Structural Testing and Commentary (ACI 374.1-05), Farmington Hills, MI; American Concrete Institute (ACI), pp. 1-9
3
Chun S. C., Shin Y. S., 2014, Cyclic Testing of Exterior Beam-Column Joints with Varying Joint Aspect Ratio, ACI Structural Journal, Vol. 111, No. 3, pp. 693-704
4
KATS , 2018, Method of Tensile Test for Metallic Materials (KS B 0802), Seoul, Korea: Korea Agency for Technology and Standards (KATS), Korea Standard Association (KSA), pp. 1-7
5
KCI , 2021, Concrete Design Code and Commentary, Seoul, Korea; Kimoondang Publishing Company. Korea Concrete Institute (KCI)
6
MOLIT , 2021, Design Code of Development and Splice of Reinforcing Bar for Concrete Structure (KDS 14 20 52), Seoul, Korea; Kimoondang Publishing Company. Korea Concrete Institute (KCI)
7
Pfister J. F., Mattock A. H., 1963, High Strength Bars as Concrete Reinforcement, Part 5, Lapped Splices in Concentrically Loaded Columns. Research and Development Laboratories, Vol. 5, No. 2, pp. 27-40
8
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 Korea Concrete Institute, Vol. 30, No. 5, pp. 505-516
9
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 Korea Concrete Institute, Vol. 31, No. 5, pp. 475-484
10
Seong M. K., Chun S. C., 2020, Development Length in Compression of Beam Bars Terminated within Exterior Beam-Column Joint, Journal of the Korea Concrete Institute, Vol. 32, No. 4, pp. 341-349