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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2020-12
(Vol.32 No.6)
10.4334/JKCI.2020.32.6.541
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REF
References
1
ACI Committee 318 , 2019, Building Code Requirements for Structural Concrete (ACI 318-19), Farmington Hills, MI; American Concrete Institute (ACI)
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)
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. 102-109
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. 167-168
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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. 287-308
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KCI , 2017, KCI Model Code 2017 (KCI M-18-006), Seoul, Korea; Kimoondang Publishing Company. Korea Concrete Institute (KCI). (In Korean), pp. 121-372
7
Kim S.-K., 2018, Structural Performance of Horizontal Joint of Precast Concrete Structural Wall
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. 153-163
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. 115-127
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. 165-173
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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. 155-166
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PGC , 2014, Peikko Group Technical Manual: SUMOⓇ Wall Shoe for Bolted Wall Connections, Lahti; Finland. Peikko Group Corporation (PGC)
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. 138-147
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. 335-343
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. 111-119