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. 2022-10 (Vol.34 No.5)
  4. 10.4334/JKCI.2022.34.5.523
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), Vol. 519Google Search
2 
ACI Subcommittee 445 , 2002, Examples for the Design of Structural Concrete with Strut-and-Tie Models (ACI SP-208), Farmington Hills, MI; American Concrete Institute (ACI), Vol. 242Google Search
3 
CEN , 2004, Eurocode 2: Design of Concrete Structures - Part 1-1: General Rules and Rules for Buildings (BS EN 1992-1-1: 2004), London, UK; European Committee for Standardization (CEN), British Standards Institute (BSI)Google Search
4 
Chae H.-S., Yun Y. M., 2016a, Strut-Tie Models and Load Distribution Ratios for Reinforced Concrete Beams with Shear Span-to-Effective Depth Ratio of Less than 3 (I) Models and Load Distribution Ratios, Journal of the Korea Concrete Institute, Vol. 28, No. 3, pp. 257-266DOI
5 
Chae H.-S., Yun Y. M., 2016b, Strut-Tie Models and Load Distribution Ratios for Reinforced Concrete Beams with Shear Span-to-Effective Depth Ratio of Less than 3 (II) Validity Evaluation, Journal of the Korea Concrete Institute, Vol. 28, No. 3, pp. 267-278DOI
6 
Collins M. P., Mitchell D., 1986, Rational Approach to Shear Design-The 1984 Canadian Code Provisions, ACI Journal Proceedings, Vol. 83, No. 6, pp. 925-933URL
7 
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, 1966. 31.Google Search
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.Google Search
9 
fib , 2011, Design Examples for Strut-and-Tie Models (fib Bulletin 61), Lausanne, Switzerland; International Federation for Structural Concrete (fib). 219.Google Search
10 
Foster S. J., 1998, Design of Non-Flexural Members for Shear, Cement and Concrete Composites, Vol. 20, No. 6, pp. 465-475DOI
11 
Foster S. J., Gilbert R. I., 1998, Experimental Studies on High-Strength Concrete Deep Beams, ACI Structural Journal, Vol. 95, No. 4, pp. 382-390URL
12 
KCI , (2017), Concrete Design Code and Commentary. Seoul, Korea 이름, Kimoondang Publishing Company, Korea Concrete Institute (KCI, Seoul, Korea; Kimoondang Publishing Company. Korea Concrete Institute (KCI). 637. (In Korean)Google Search
13 
KCI Shear and Torsion Committee , 2012, Examples for the Concrete Structural Members with Strut-Tie Models (KCI-M-06- 001), 2nd edition, Seoul, Korea; Kimoondang Publishing Company. Korea Concrete Institute (KCI). 266. (In Korean)Google Search
14 
Lee J.-Y., 2022, Practical Design Method of Reinforced Concrete Deep Beams (I) Simplified Equation, Journal of the Korea Concrete Institute, Vol. 34, No. 4, pp. 429-439Google Search
15 
Lee J.-Y., Kang Y.-M., 2021, Strut-and-Tie Model without Discontinuity for RC Deep Beams, ACI Structural Journal, Vol. 118, No. 5, pp. 123-134URL
16 
MOLIT , 2021, Strut-and-Tie Model for Concrete Structures (KDS 14 20 24: 2021), Sejong, Korea: Ministry of Land, Infrastructure and Transport (MOLIT). (In Korean)Google Search
17 
Morsch E., 1902, Der Eisenbetonbau, Seine Anwendung und Theorie, 1st Edition. Im Selbstverlag der Firma. Neustadt. 118.Google Search
18 
Paiva H. A., Siess C. P., 1965, Strength and Behavior of Deep Beams in Shear, Proceedings of ASCE, Vol. 91, No. 5, pp. 19-41DOI
19 
Ritter W., 1899, Die Bauweise Hennebique, Schweizerische Bauzeitung, Vol. 33, No. 7, pp. 59-61Google Search
20 
Schlaich J., Schäfer K., 1984, Konstrulerenim Stahlbeton- bau, Wilhelm Ernst und Sohn, Berlin, 87-1004.Google Search
21 
Schlaich J., Schäfer K., Jennewein M., 1987, Towards a Consistent Design of Structural Concrete, PCI Journal, Vol. 32, No. 3, pp. 74-150URL