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. 2023-08 (Vol.35 No.4)
  4. 10.4334/JKCI.2023.35.4.357
Export citation EndNote
XML PDF INFO REF

References

1 
ACI Committee 318 (2019) Building Code Requirements for Structural Concrete (ACI 318R-19). Farmington Hills, MI: American Concrete Institute (ACI). 519.URL
2 
AIJ (2010) Standard for Structural Calculation of Reinforced Concrete Structures. Tokyo, Japan: Architectural Institute of Japan (AIJ). (In Japanese).URL
3 
Al-Allaf, M., Weekes, L., and Augusthus-Nelson, L. (2018) Shear Behaviour of Lightweight Concrete Beams Strengthened with CFRP Composite. Magazine of Concrete Research 71 (18), 1-16.DOI
4 
CEN (2004) Eurocode 2: Design of Concrete Structures - Part 1-1: General Rules and Rules for Buildings (EN. 1992-1-1: 2004). London, UK: European Committee for Standardization (CEN), British Standards Institute (BSI).URL
5 
Cho, S. H. (2013) Shear Strength Prediction by Modified Plasticity Theory for Short Beams. ACI Structural Journal 100(1), 105-112.DOI
6 
Choi, S. J., Mun, J. S., Yang, K. H., and Kim, S. J. (2016) Compressive Fatigue Performance of Fiber-Reinforced Lightweight Concrete with High-Volume Supplementary Cementitious Materials. Cement and Concrete Composites 73, 89-97.DOI
7 
Dhir, K., Mays, R. G. C., and Chua, H. C. (1984) Lightweight Structural Concrete with Aglite Aggregate: Mix Design and Properties. International Journal of Cement Composites and Lightweight Concrete 6(4), 249-261.DOI
8 
El-Refaie, S. A., Ashour, A. F., and Garrity, S. W. (2003) Sagging and Hogging Strengthening of Continuous Reinforced Concrete Beams Using CFRP Sheets. ACI Structural Journal 100(4), 446-453.URL
9 
Fenwick, R. C., and Paulay, T. (1968) Mechanisms of Shear Resistance of Concrete Beams. Journal of the Structural Division 94(ST10), 2235-2350.DOI
10 
Gunasekaran, K., Annadurai, R., and Kumar, P. S. (2013) Study on Reinforced Lightweight Coconut Shell Concrete Beam Behavior under Shear. Materials & Design 50, 293-301.DOI
11 
Jin, L., Jiang, X. A., Xia, H., Chen, F., and Du, X. (2020) Size Effect in Shear Failure of Lightweight Concrete Beams Wrapped with CFRP without Stirrups: Influence of Fiber Ratio. Composites Part B: Engineering 199(15), 1-19.DOI
12 
Kim, H. G. (2017) Service Life Extension of Concrete Structure by Internal Curing of Reactive by Products. Cho-Sun University, Ministry of Science and ICT, No. TRKO20180000 5622.URL
13 
Lee, K. H. (2018) Reliable Model Proposals for Mechanical Properties and Mixing Proportioning of Lightweight Aggregate Concrete Using Expanded Bottom Ash and Dredged Soil Granules. Ph.D. Thesis. Kyonggi University.URL
14 
Lee, K. H., and Yang, K. H. (2018) Proposal for Compressive Strength Development Model of Lightweight Aggregate Concrete Using Expanded Bottom Ash and Dredged Soil Granules. Journal of the Architectural Institute of Korea Structure and Construction 34(7), 19-26.URL
15 
Liu, M., Wang, C., Bai, Y., and Xu, G. (2018) Effects of Sintering Temperature on the Characteristics of Lightweight Aggregate Made from Sewage Sludge and River Sediment. Journal of Alloys and Compounds 748, 522-527.DOI
16 
MIDAS Information Technology (2022) Midas GEN (Version MODS 2022 R4/v.915). https://www.midasuser.com/ko/index.asp. Accessed 15 March 2022.URL
17 
Park, R., and Paulay, T. (1975) Reinforced Concrete Structures. New York, USA: John Wiley and Sons.URL
18 
Sherwood, E. G., Bentz, E. C., and Collins, M. P. (2007) Effect of Aggregate Size on Beam-Shear Strength of Thick Slabs. ACI Structural Journal 104(2), 180-190.URL
19 
Wange, C. K., Salmon, C. G., and Pincheira, J. A. (2006) Reinforced Concrete Design. 7th edition. New York, USA: John Wiley and Sons.URL
20 
Yang, K. H., and Ashour, A. F. (2015) Modification Factor for Lightweight Concrete Beams. ACI Structural Journal 112(4), 485-492.URL
21 
Yang, K. H., Byun, H. Y., and Ashour, A. F. (2009) Shear Strengthening of Continuous Reinforced Concrete T-beams Using Wire Rope Units. Engineering Structures 31, 1154-1165.DOI
22 
Yang, K. H., Mun, J. H., and Byun, H. Y. (2011a) Effect of Partial Prestressing Ratio and Effective Prestress on the Flexural Behavior of Prestressed Lightweight Concrete Beams. Journal of the Korea Concrete Institute 23(1), 39-48. (In Korean)URL
23 
Yang, K. H., Mun, J. H., and Lee, J. S. (2014) Flexural Tests on Pre-Tensioned Lightweight Concrete Beams. Structures and Buildings 167(4), 203-216.DOI
24 
Yang, K. H., Mun, J. H., Kim, S. J., and Lee, H. J. (2020) Flexural Behavior of Two-Span Lightweight Aggregate Concrete T- Beams. ACI Structural Journal 117(2), 267-276.URL
25 
Yang, K. H., Sim, J. I., Choi, B. J., and Lee, E. T. (2011b) Effect of Aggregate Size on Shear Behavior of Lightweight Concrete Continuous Slender Beams. ACI Materials Journal 108 (5), 501-509.URL