Mobile QR Code QR CODE

Journal of the Korea Concrete Institute

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

Journal Search

  1. Home
  2. All Issues
  3. 2021-06 (Vol.25 No.3)
  4. 10.11112/jksmi.2021.25.3.77
XML PDF INFO REF

References

1 
Lei, M., Liu, L., Lin, Y., Li, J. (2019), Study on Flexural Bearing Capacity Calculation Method of Enclosure Pile with Partial Excision in Deep Foundation Pit, 4812857DOI
2 
Yang, Z., Li, G., Wang, W., Lv, Y. (2018), Study on the Flexural Performance of Prestressed High Strength Concrete Pile, 22, 4073-4082.DOI
3 
Kim, H. J., Mission, J. L. C. (2011), Improved evaluation of Equivalent Top-Down Load-Displacement Curve from a Bottom-up Pile Load Test, 137(6), 568-578.Google Search
4 
Chung, H. J., Paik, K. H. (2018), Analysis on Flexural Behavior of Hollow Prestressed Concrete Filled Steel Tube Piles, 22(2), 133-140.DOI
5 
Bang, J. W., Park, C. K., Yang, S.Y., Kim, Y. Y. (2016), Flexural Behavior of Large-Diameter Composite PHC pile Using In-Filled Concrete and Reinforcement, 20(5), 109-115.DOI
6 
Bang, J. W., Hyun, J. H., Ahn, K. C., Kim, Y. Y. (2017), Development and Evaluation of Hollow-head Precast Reinforced Concrete Pile, 21(2), 130-137.DOI
7 
Hyun, J. H., Bang, J. W., Lee, S. S., Kim, Y. Y. (2012), Shear Strength Enhancement of Hollow PHC Pile Reinforced with Infilled Concrete and Shear Reinforcement, 24(1), 71-78.DOI
8 
Kim, M. S. (2021), Flexural and Shear Strength of PHC Piles Reinforced with Infilled Concrete Master Thesis, University of Seoul, Seoul South koreaGoogle Search
9 
Korean Industrial Standards, (2014), KSF 4306 Pretensioned spun high strength concrete piles, Korean Industrial Standards, seoul south koreaGoogle Search
10 
Han, S. J., Jeong, J. H., Joo, H. E., Choi, S. H., Choi, S., Kim, K. S. (2019), Flexural and Shear Performance of Prestressed Composite Slabs with Inverted Multi-Ribs, 9(22), 4946DOI
11 
Popovics, S. A. (1973), Numerical Approach to the Complete Stress-Strain Curve of Concrete, 3(5), 583-599.DOI
12 
Ramberg, W., Osgood, W. R. (1943), Description of stress–strain curves bythree parameters, National Advisory Committee For Aeronautics, technical note no 902(washington dc)Google Search
13 
Han, S. J., Lee, D. H., Oh, J. Y., Choi, S. H., Kim, K. S. (2018), Flexural Responses of Prestressed Hybrid Wide Flange Composite Girders, 12, 53DOI
14 
Korea Concrete Institute, (2017), Korea Model Code 2017 (KCI 2017), Korea Concrete Institute, seoul republic of koreaGoogle Search