1 |
Kim, D-J., Kim, M.S., Choi, J.H., Kim, H.C., Lee, Y.H. (2014) Concrete Beams with Fiber-Reinforced Polymer Shear Reinforcement, ACI Struct. J., 111(4), pp.903-912.
|
2 |
KS F 2405 (2009) Standard Test Method for Compressive Strength of Cylindrical Concrete Specimens, Annual Book Korean Standards.
|
3 |
Korea Concrete Institute (2012) Concrete Design Code and Commentary(KCI-12), Kimoondang Publishing Company, Korea.
|
4 |
Lubell, A.S., Bentz, E.C., Colins, M.P. (2008) One-Way Shear in Wide Concrete Beams with Narrow Supports, ASCE Structural Congress, Crossing Borders, Reston, VA.
|
5 |
Shuraim, A.B. (2012) Transverse Stirrup Configurations in RC Wide Shallow Beams Supported on Narrow Columns, ASCE Structural Congress, 138(3), pp.416-424.
DOI
|
6 |
ACI Committee 318-14 (2014) Building Code Requirement for Reinforced Concrete and Commentary (ACI 318-14), American Concrete Institute, Farmington Hills.
|
7 |
ACI Committee 440.1R-06 (2006) Guide for the Design and Construction of Concrete Reinforced with FRP Bars (ACI 440.1R-06), American Concrete Institute, Farmington Hills.
|
8 |
Choi, J.W., Kim, M.S., Choi, B.S., Lee, Y.H. (2015) Evaluation of Shear Capacity According to Transverse Spacing of Wide Beam Shear Reinforced with Steel Plate with Openings, J. Comput. Struct. Eng. Inst. Korea, 28(3), pp. 259-266.
DOI
|