Mobile QR Code QR CODE

Journal of the Korea Concrete Institute

J Korea Inst. Struct. Maint. Insp.
  • Indexed by
  • Korea Citation Index (KCI)

References

1 
Holly, I., and Abrahoim, I. (2020), Connections and Joints in Precast Concrete Structures, Slovak Journal of Civil Engineering, 28, 49-56.URL
2 
Kim, M. J., and Lee, B. S. (2021), A Study on the Improvement of Acnhorage Details of the Exterior Slab-Wall Joints. Journal of the Korea Concrete Institute, 33(1),13-14 (in Korean).URL
3 
Kim, M. J., and Lee, B. S. (2022), Structural Performance Evaluation of the Slab-Wall joints of the PC Apartment Building, Journal of the Korea Concrete Institute, 34(1), 55-56 (in Korean).URL
4 
Lee, B. S., Kim, K. D., Kim, S. W., Kim, K. H., and Lee, J. Y. (2014), Evaluation of Structural Behavior of Reinforced Concrete Exterior Beam-Column Joints with High-Strength Concrete, Journal of the Korea Institute for Structural Maintenance and Inspection, 18(6), 72-81 (in Korean).DOI
5 
Zenunovic, D., and Folic, R. (2012), Models for behaviour analysis of Monolithic wall and precast or nomolithic floor slab connections, Engineering Structures, 40, 466-478.DOI
6 
Hong, G. H., and Jung, W. K. (2007), An Analysis on the seismic Performance of Additional Shear-Wall Construction for the Remodeling of Shear-Wall Type Apartment Buildings, Journal of the Korea Institute for Structural Maintenance and Inspection, 11(1), 153-162 (in Korean).DOI
7 
Shin, H. O., Yang, J. M., and Yoon, Y. S. (2011), Enhancing Seismic Performance of Exterior R.C. Beam-Column Connections Using Headed Bars, Journal of the Korea Institute for Structural Maintenance and Inspection, 15(3), 186-194 (in Korean).DOI
8 
Jung, H. S., Chung, J. H., Choi, C. S., Bae, B. I., and Choi, H. K. (2021), Evaluation on Anchorage Performance of 57mm Headed Bars in Exterior Beam-Column Joint under Cyclic loading, Journal of the Korea Institute for Structural Maintenance and Inspection, 25(6), 68-75 (in Korean).DOI
9 
Kim, J. H., Lee, D., Choi, S. H., and Kim, K. S. (2022), Seismic Performance of Precast Multi-Span Frame System Integrated by Unbonded Tendons, ACI Structural Journal, 119(5), 193-206.DOI
10 
Hwang, T. H. (1982), Effects of Variation in Load History on Cyclic Response of Concrete Flexural Members, Ph d. Thesis, University of Illinos at Urbana-Champaign, Urbana, Illinois, 231.URL
11 
Oudah, F., and El-Hacha, R. (2020), Damage and Deformation Assessment of Earthquake Resistant RC Slotted Beam-Column Connections Using Digital Image Correlation Technique, Engineering Structures, 215, 1-14.DOI
12 
ACI Committee 374 (2013), Guide for Testing Reinforced Concrete Structural Elements under Slowly Applied Simulated Seismic Loads (ACI 374.2R-13), American Concrete Institute, Farmington Hills, MI, 18.URL
13 
Cha, B. G., Ko, D. W., Woo, S. W., and Lee, H. S. (2003), Cyclic-Loading Tests of RC Exterior Beam-Column Joints with Non-Seismic Detailing, Journal of the Korea Concrete Institute, 15(1), 11-16 (in Korean).DOI
14 
Zhang, W., Lee, D., Kim, S., and Lee, C. (2023), Seismic Performance of Precast Wide Beam-Column Connections with Asymmetrical Anchorage Reinforcement Details, Engineering Structural, 275(15), 1-17.DOI