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Journal of the Korea Concrete Institute

ISO Journal TitleJ Korea Concr Inst.
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  • KCI Accredited Journal

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  3. 2024-08 (Vol.36 No.4)
  4. 10.4334/JKCI.2024.36.4.375
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References

1 
AASHTO (2014) AASHTO LRFD Bridge Design Specifications. Washington, DC; American Association of State Highway and Transportation Officials (AASHTO).URL
2 
ACI Committee 318 (2019) Building Code Requirements for Structural Concrete (ACI 318R-19). Farmington Hills, MI; American Concrete Institute (ACI). 519.URL
3 
Birrcher, D., Tuchscherer, R., Huizinga, M., Wood, S., and Jirsa, J. (2013) Strength and Serviceability Design of Reinforced Concrete Inverted-T Beams. CTR Technical Report: 0-6416-1. The University of Texas at Austin, 216.URL
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 
Collins, M. P. and Mitchell, D. (1986) Rational Approach to Shear Design-The 1984 Canadian Code Provisions. ACI Journal Proceedings 83(6), 925-933.DOI
6 
Crist, R. A. (1966) Shear Behavior of Deep Reinforced Concrete Beams. Proceedings of the RILEM Symposium on the Effects of Repeated Loading on Materials and Structural Elements. Mexico, 31.URL
7 
CSA Committee A23.3-19 (2019) Design of Concrete Structures for Buildings (CAV3-A23.3-19). Toronto, ON, Canada: Canadian Standards Association (CSA). 29.URL
8 
fib (1991) Evaluation of the Time Dependent Behaviour of Concrete (Bulletin d’Information No. 199). Lausanne, Switzerland; Comite European du Béton (CEB)/International Federation for Structural Concrete (fib). 201.URL
9 
Foster, S. J., and Gilbert, R. I. (1998) Experimental Studies on High-Strength Concrete Deep Beams. ACI Structural Journal 95(4), 382-390.DOI
10 
Grob, J., and Thürlimann, B. (1976) Ultimate Strength and Design of Reinforced Concrete Beams Under Bending and Shear. Springer 107-120.URL
11 
KCI (2007) Concrete Design Code and Commentary. Seoul, Korea; Kimoondang Publishing Company. Korea Concrete Institute (KCI). (In Korean)URL
12 
KCI (2021) Structural Design Standards (KDS 14 00 00). Sejong, Korea, Ministry of Land, Infrastructure and Transport (MOLIT). Korea Concrete Institute (KCI). (In Korean).URL
13 
KCI Committee 103 (2013) Examples for the Concrete Structural Members with Strut-Tie Models (KCI-B-13-003). 2nd edition, Seoul, Korea; Kimoondang Publishing Company. Korea Concrete Institute (KCI). 266. (In Korean)URL
14 
Lee, J.-Y. (2022) Practical Design Method of Reinforced Concrete Deep Beams (I) Simplified Equation. Journal of the Korea Concrete Institute 34(4), 429-439. (In Korean)DOI
15 
Marti, P. (1985) Basic Tools of Reinforced Concrete Beam Design. ACI Journal Proceedings 82(1), 46-56.DOI
16 
Nielsen, M. P., Braestrup, M. W., Jensen, B. C., and Bach, F. (1978) Concrete Plasticity: Beam Shear, Punching Shear, Shear in Joints. Special Publication, Danish Society for Structural and Engineering. 129.URL
17 
Paiva, H. A., and Siess, C. P. (1965) Strength and Behavior of Deep Beams in Shear. Proceedings of ASCE 91(5), 19-41.URL
18 
Rogowsky, D. M., MacGregor, J. G., and Ong, S. Y. (1986) Tests of Reinforced Concrete Deep Beams. ACI Journal Proceedings 83(4), 614-623.URL
19 
Russo, G., Somma, G., and Mitri, D. (2005) Shear Strength Analysis and Prediction for Reinforced Concrete Beams without Stirrups. Journal of Structural Engineering, ASCE 131(1), 66-74.DOI
20 
Schlaich, J., and Schäfer, K. (1984) Konstrulerenim Stahlbeton-bau. Beton-Kalender, Wilhelm Ernst und Sohn, Berlin, 87-1004.URL
21 
Smith, K. N., and Vantsiotis, A. S. (1982) Shear Strength of Deep Beams. ACI Journal Proceedings 79(3), 201-213.DOI
22 
Tan, K. H., and Cheng, G. H. (2006) Size Effect on Shear Strength of Deep Beams: Investigating with Strut-and-Tie Model. Journal of Structural Engineering, ASCE 132(5), 673-685.DOI
23 
Yang, K. H., and Ashour, A. F. (2011) Strut-and-Tie Model Based on Crack Band Theory for Deep Beams. Journal of Structural Engineering, ASCE 137(10), 1030-1038.DOI
24 
Zhang, N., and Tan, K. H. (2007) Direct Strut-and-Tie Model for Single Span and Continuous Deep Beams. Engineering Structures 29(11), 2987-3001.DOI