Mobile QR Code QR CODE

Journal of the Korea Concrete Institute

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

Journal Search

  1. Home
  2. All Issues
  3. 2020-12 (Vol.32 No.6)
  4. 10.4334/JKCI.2020.32.6.541
Export citation EndNote
XML PDF INFO REF

References

1 
ACI Committee 318 , 2019, Building Code Requirements for Structural Concrete (ACI 318-19), Farmington Hills, MI; American Concrete Institute (ACI)Google Search
2 
ACI Innovation Task Group 5 , 2019, Acceptance Criteria for Special Unbonded Post-Tensioned Precast Structural Walls Based on Validation Testing (ACI 550.6-19), Farmington Hills, MI; American Concrete Institute (ACI)Google Search
3 
Ahn B.-I., Kim H.-K., Park B.-M., 2003, Confining Effect of Mortar Grouted Splice Sleeve on Reinforcing Bar, Journal of the Korea Concrete Institute, Vol. 15, No. 1, pp. 102-109DOI
4 
FEMA , 2003, NEHRP Recommended Provisions for Seismic Regulations For New Buildings and Other Structures (FEMA 450), Washington, D.C.; Building Seismic Safety Council, Vol. Federal Emergency Management Agency (FEMA), pp. 167-168Google Search
5 
Hidalgo P. A., Ledezma C. A., Jordan R. A., 2002, Seismic Behavior of Squat Reinforced Concrete Shear Walls, Earthquake Spectra, Vol. 18, No. 2, pp. 287-308DOI
6 
KCI , 2017, KCI Model Code 2017 (KCI M-18-006), Seoul, Korea; Kimoondang Publishing Company. Korea Concrete Institute (KCI). (In Korean), pp. 121-372Google Search
7 
Kim S.-K., 2018, Structural Performance of Horizontal Joint of Precast Concrete Structural WallGoogle Search
8 
Kim S.-K., Seo S.-Y., Kim S.-H., Lim B.-H., Cha J.-W., 2019, Hysteretic Characteristic of Precast Concrete Wall with Box Type Connector for Vertical Bars under Horizontal Load, Journal of the Korea Concrete Institute, Vol. 31, No. 2, pp. 153-163Google Search
9 
Lee H.-S., 1993, Shaking Table Tests of 1/3-Scale 3-Story Wet- Jointed Precast Concrete Large Panel Box Model, Journal of the Korea Concrete Institute, Vol. 5, No. 1, pp. 115-127Google Search
10 
Oh Y.-H., Moon J.-H., 2013, Analytical and Experimental Studies on Splice Sleeves for SD500 Rebars, Journal of the Korea Concrete Institute, Vol. 25, No. 2, pp. 165-173DOI
11 
Park R., 1989, Evaluation of Ductility of Structures and Structural Assemblages from Laboratory Test, Bulletin of the New Zealand National Society for Earthquake Engineering (NZSEE, Vol. 22, No. 3, pp. 155-166DOI
12 
PGC , 2014, Peikko Group Technical Manual: SUMOⓇ Wall Shoe for Bolted Wall Connections, Lahti; Finland. Peikko Group Corporation (PGC)Google Search
13 
Seo S.-Y., Jeong B.-O., Yi W.-H., Lee L.-H., 1994b, Compressive Strength of Horizontal Joints in Precast Concrete Large Panel System, Journal of the Korea Concrete Institute, Vol. 6, No. 2, pp. 138-147Google Search
14 
Seo S.-Y., Li L.-H., Hawkins N. M., 1998, The Limiting Drift and Energy Dissipation Ratio for Shear Walls Based on Structural Testing, Journal of the Korea Concrete Institute, Vol. 10, No. 6, pp. 335-343DOI
15 
Seo S.-Y., Yi W.-H., Lee L.-H., 1994a, Shear Strength of the Vertical Joints in Precast Concrete Large Panel Structures, Journal of the Korea Concrete Institute, Vol. 6, No. 1, pp. 111-119DOI