JKCI - Journal of the Korea Concrete Institute

1

2020, AASHTO LRFD Bridge Design SpecificationsAASHTO, , American Association of State Highway and Transportation Officials (AASHTO), Washington, DC

2

2019, Building Code Requirements for Structural Concrete (ACI 318-19), pp. 519ACI Committee 318, , American Concrete Institute (ACI), Farmington Hills, MI

3

2010, Further Examples for the Design of Structural Concrete with Strut-and-Tie Models (ACI SP-273)ACI-ASCE Committee 445, , American Concrete Institute (ACI), Farmington Hills, MI

4

Anwar N., 2018, Strut and Tie Models: Analysis, Design and Case Studies, Butterworth-Heinemann, Oxford, UK

5

2010, CEB-FIP model code 2010CEB, , International Federation for Structural Concrete (fib), ComiteEuro-International du Beton (CEB), Lausanne, Switzerland

6

2004, Eurocode 2: Design of Concrete Structures - Part 1-1: General Rules and Rules for Buildings (BS EN 1992-1-1:2004)CEN, , European Committee for Standardization (CEN), British Standards Institute (BSI), London, UK

7

Chae H. S., Yun Y. M., 2015, Strut-Tie Model for Two-Span Continuous RC Deep Beams, Computers and Concrete, Vol. 16, No. 3, pp. 357-380

8

Chetchotisak P., Yindeesuk S., Teerawong J., 2017, Interactive Strut-and-Tie-Model for Shear Strength Prediction of RC Pile Caps, Computers and Concrete, Vol. 20, No. 3, pp. 329-338

9

2014, Design of Concrete Structures for Buildings (CAV3-A23.3-14)CSA Committee A23.3-14, , Canadian Standards Association (CSA), Toronto, ON, Canada

10

2023, SAP2000 (ver24.0.0)CSI, , Computers and Structures Inc

11

Daniel J. J., 2022, Experimental and Numerical Study on the Cracking Behavior and Flexural Strength of RC Shallow Beams with Rectangular Opening and Varying Length, Structures, Vol. 40, pp. 460-468

12

Dawood A. A., Abdul-Razzaq K., Abdulsahib W., 2024, Theoretical and Experimental Comparison between Straight and Curved Continuous Box Girders, Open Engineering, Vol. 14, No. 1, pp. 20240085

13

El-Metwally S., Chen W.-F., 2017, Structural Concrete: Strut-and-Tie Models for Unified Design, CRC Press, USA, FL

14

Geuzaine C., Remacle J.-F., 2024, Gmsh : A Three dimensional Finite Element Mesh Generator with Built-in Pre- and Post-processing Facilities

15

Hong S. G., Lee S. G., Hong S., Kang T. H. K., 2016, Deformation-based Strut-and-Tie Model for Reinforced Concrete Columns Subject to Lateral Loading, Computers and Concrete, Vol. 17, No. 2, pp. 157-172

16

Jang H., Saqan E. I., Bayrak O., 2025, Shear Behavior in the End Region of Prestressed Box Girders: Influence of Support Configurations and Reinforcement Strengths, Engineering Structures, Vol. 331, pp. 119984

17

2013, Examples of Strut-Tie Model Design of Structural ConcretesKCI, , Kimoondang Publishing Company. Korea Concrete Institute (KCI), Seoul, Korea, (In Korean)

18

2017, OpenGL 4.6Khronos Group,

19

Lee J. Y., 2022, Practical Design Method of Reinforced Concrete Deep Beams (II) Improved Design Method, Journal of the Korea Concrete Institute, Vol. 34, No. 5, pp. 523-536, (In Korean)

20

Martin B. T., Sanders D. H., Wassef W., Cole T. A., Bahem N., 2007, Verification and Implementation of Strut-and-Tie Model in LRFD Bridge Design Specifications, NCHRP Project Report 20-07

21

Mun J. H., Yang K. H., 2015, Strut-and-Tie Model for Shear Strength of Reinforced Concrete Squat Shear Walls, Journal of Advanced Concrete Technology, Vol. 27, No. 6, pp. 615-623, (In Korean)

22

Nie Y., Zhang J., Liu D., Lan T., Xiao D., Xiong M., Dong Z., 2024, Strut-and-Tie Model and Reinforcement Design Method for Gusset in the Containment Vessel, Structures, Vol. 65, pp. 106693

23

2004, AASHTO LRFD Strut-and-Tie Model Design ExamplesPCA, , Portland Cement Association (PCA), IL, USA

24

Schlaich J., Schaefer K., Jennewein M., 1984, Towards a Consistent Design of Structural Concrete, Journal of the Prestressed Concrete Institute, Vol. 32, No. 3, pp. 74-150

25

Shakir Q. M., Al-Sahlawi Y. M., Abd B. B., Hamad S. A., 2023, Nonlinear Finite Element Analysis of High-strength Reinforced Concrete Beams with Severely Disturbed Regions, Jordan Journal of Civil Engineering, Vol. 17, No. 1, pp. 23-33

26

Wu C., Chen T., Su Y., Lan T., Meng S., 2024, Experimental Investigation and Design Method of the General Anchorage Zone in the Ring Beam of Prestressed Concrete Containment Vessels, Nuclear Engineering and Technology, Vol. 56, No. 2, pp. 485-497

27

Yun Y. M., 2020, Numerical Method for Effective Strength of Nodal Zones in Two-dimensional Strut-and-Tie Models, Journal of the Korea Concrete Institute, Vol. 32, No. 4, pp. 359-369, (In Korean)

28

Yun Y. M., 2021, Numerical Method for the Strength of Two-dimensional Concrete Struts, Computers and Concrete, Vol. 28, No. 6, pp. 621-634

29

Yun Y. M., Chae H. S., 2019, An Optimum Indeterminate Strut-and-Tie Model for Reinforced Concrete Corbels, Advances in Structural Engineering, Vol. 22, No. 12, pp. 2557-2571

30

Yun Y. M., Chae H. S., 2023, Effective Strength of Concrete Struts for the Strut-and-Tie Model of Prestressed Concrete Beams, Journal of the Korea Concrete Institute, Vol. 35, No. 4, pp. 409-419, (In Korean)

31

Yun Y. M., Chae H. S., Ramirez J. A., 2019a, A Three-Dimensional Strut-and-Tie Model for a Four-Pile Reinforced Concrete Cap, Journal of Advanced Concrete Technology, Vol. 17, No. 7, pp. 365-380

32

Yun Y. M., Kim B. H., Ramirez J. A., 2018, Three-dimensional Grid Strut-and-Tie Model Approach in Structural Concrete Design, ACI Structural Journal, Vol. 115, No. 1, pp. 15-26

33

Yun Y. M., Lee Y. J., Park S. S., Lee S. C., Lim S. G., 2019b, Effective Strength of Concrete Struts for a Three-dimensional Four-pile Cap Strut-and-Tie Model, Journal of the Korea Concrete Institute, Vol. 31, No. 1, pp. 49-59, (In Korean)

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Journal of the Korea Concrete Institute

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JKCIJournal ofthe Korea Concrete Institute