An Experimental Study on Punching Shear at the Connection of RC Column Constrained by H-Beam with 井 Shape |
Kim, Lyang-Woon
(Dept. of Architectural Engineering, Inha University)
Lee, Soo-Kueon (Dept. of Architectural Engineering, Dongyang Technical College) Lee, Jung-Yoon (Dept. of Architectural Engineering, Sungkyunkwan University) Chung, Chang-Yong (Dept. of Architectural Engineering, Hallym College) Kim, Sang-Sik (Dept. of Architectural Engineering, Inha University) |
1 | Alexander, S. D. B. and Simmonds, S. H., “Bond Model for Concentric Punching Shear,” ACI Str. J., ACI, Vol. 89, No. 3, 1992, pp. 325-334 |
2 | Alexander, S. D. B. and Simmonds, S. H., “Punching Shear Tests of Concrete Slab-Column Joints Containing Fiber Reinforcement,” ACI Str. J., ACI, Vol. 89, No. 4, 1992, pp. 425-432 |
3 | Kuang, J. S. and Morley, C. T., “Punching Shear Behavior of Restrained Reinforced Concrete Slabs,” ACI Str. J., ACI, Vol. 89, No. 1, 1992, pp. 13-19 |
4 | Alexander, S. D. B. and Simmonds, S. H., “Test of Column-Flat Plate Connections,” ACI Str. J., ACI, Vol. 89, No. 5, 1992, pp. 495-502 |
5 | Alexander, S. D. B. and Simmonds, S. H., Simmonds, “Ultimate Strength of Slab-Column Connections,” ACI Str. J., ACI, 84, No. 3, 1987, pp. 255-261 |
6 | 한국콘크리트학회, 콘크리트구조설계기준 해설, 한국콘크리트학회, 2008, pp. 154-156, 190-192 |