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. 2020-10 (Vol.32 No.5)
  4. 10.4334/JKCI.2020.32.5.473
Export citation EndNote
XML PDF INFO REF

References

1 
AASHTO , 2017, AASHTO LRFD Bridge Design Specifications. 8th Edition, Washington, DC, American Association of State Highway and Transportation Officials (AASHTO)Google Search
2 
ACI Committee 318 , 2014, uilding Code Requirements for Reinforced Concrete (ACI 318-14) and Commentary (ACI 318R-14), armington Hills, MI; American Concrete Institute (ACI), pp. 518Google Search
3 
CEN , 2014, Eurocode 2: Design of Concrete Structures - Part 1-1: General Rules and Rules for Buildings (BS EN 1992- 1-1:2014/A1), Brussels, Belgium; European Committee for Standardization (CEN), pp. 230Google Search
4 
CSA , 2014, Design of Concrete Structures (CAN/CSA-A23.3-04), Rexdale: Canadian Standards Association (CSA)Google Search
5 
fib , 2010, fib Model Code for Concrete Structures 2010, Lausanne, Switzerland; The International Federation for Structural Concrete (fib), pp. 244Google Search
6 
Jude E. O., Oh C.-H., Lee S.-C., 2018, Single Web Shear Element Model for Shear Strength of RC Beams with Stirrups, International Journal of Concrete Structures and Materials 12DOI
7 
KCI , 2012, Concrete Design Code and Commentary, Seoul, Korea; Korea Concrete Institute (KCI). (In Korean)Google Search
8 
KCI , 2017, KCI Model Code 2017, Seoul, Korea; Kimoondang Publishing Company. Korea Concrete Institute (KCI). 637. (In Korean)Google Search
9 
KCI Committee 103 , 2016, Comparison of Shear Design Codes and Strength Models for RC Beams, Seoul, Korea; Korea Concrete Institute (KCI), 322. (In Korean)Google Search
10 
KIBSE , 2015, Korea Highway Bridge Design Code-Limit State Design Method (KBDC-LSD) and Commentary, Seoul, Korea; Gunsulbook Publishing Company. Korea Institute of Bridge and Structural Engineers (KIBSE), Korea Bridge Design and Engineering Research Center (KBDERC). (In Korean)Google Search
11 
Kim T.-W., 2013, Introduction to Statistics, 3rd edition, shinyoungsa, pp. 162-165Google Search
12 
KRTA , 2010, Korean Highway Bridge Design Code, Seoul, Korea; Korea Road & Transportation Association (KRTA). (In Korean)Google Search
13 
Lee J.-Y., 2018, Evaluation of Maximum Shear Reinforcement Ratio of Reinforced Concrete Beams based on Truss Model, Journal of the Korea Concrete Institute, Vol. 30, No. 2, pp. 217-227Google Search
14 
Lee J.-Y., Hwang H.-B., 2010, Maximum Shear Reinforcement of Reinforced Concrete Beams, ACI Structural Journal, Vol. 107, No. 5, pp. 580-588Google Search
15 
Lee J.-Y., Shin D.-I., 2018, Evaluation of Design Shear Strength of Reinforced Concrete Beams with Material Factor, Journal of the Korea Concrete Institute (In Korean), Vol. 30, No. 6, pp. 573-582Google Search
16 
Vecchio F. J., Collins M. P., 1986, The Modified Compression Field Theory for Reinforced Concrete Elements Subjected to Shear, ACI Journal Proceedings, Vol. 83, No. 2, pp. 219-231Google Search