Hysteretic Behavior Evaluation of a RC Coupling Beam using a Steel Fiber and Diagonal Reinforcement
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Oh, Hae Cheol
(Department of Architectural Engineering, Sejong University)
Lee, Kihak (Department of Architectural Engineering, Sejong University) Han, Sang Whan (Department of Architectural Engineering, Hanyang University) Shin, Myoungsu (School of Urban and Environmental Engineering, UNIST) Jo, Yeong Wook (Samsung C&T Structural ENG) |
1 | ACI Committee 318. Building Code Requirements for Structural Concrete and Commentary (ACI 318-11). American Concrete Institute. |
2 | Paulay, T. and Binney, J. R., Diagonally reinforced concrete beams of shear walls. ACI special publication. 1974, 42: 579-598. |
3 | Barney, G. B., Shiu, K. N., Rabbat, B. G., Fiorato, A. E., Russell, H. G., and Corley, W. G., Behavior of coupling beams under load reversals: portland Cement Association; c1980. |
4 | Hong, S. G. and Jang, S. K., "The Mechanism of Load Resistance and Deformability of Reinforced Concrete Coupling Beams", Earthquake Engineering Society of Korea, 2006, 10(3):113-123. DOI ScienceOn |
5 | Lee, Y. W. and Chae, J. Y., "Seismic Performance Evaluations of RC Bearing Wall Systems with Coupling Beams - For Apartment Buildings in 1990s", Earthquake Engineering Society of Korea, 2011, 15(4):23-31. |
6 | Kim, Y. G. and Cho, S. H., "Performance Based Design of Coupling Beam Considering Probability Distribution of Flexural and Shear Strength", Journal of the Korea Concrete Institute, 2013, 25(5):509-516. DOI ScienceOn |
7 | FEMA-356 "Prestandard and Commentary for the Seismic Rehabilitation of Building", Federal Emergency Management Agency, Washington, D.C. 2000 |
8 | Hwang, S. K. and Yun, H. D., "Effects of transverse reinforcement on flexural behaviour of high-strength concrete columns", Engineering Structures 2004, 26(1):1-12. DOI ScienceOn |
9 | Kwon, H. W., Jeon, Y. R., Lee, K. H., Shin, M. S. and Han, S. W., "Cyclic Behavior of High-Performance Fiber-Reinforced Cement Composite Coupling Beam Having Diagonal Reinforcement", Journal of the Korea Concrete Institute, 2013, 25(6):649-656. DOI ScienceOn |
10 | Park, R., "Evaluation of ductility of structures and structural assemblages from laboratory testing", Bulletin of New Zealand Society for Earthquake Engineering 1989, 22(3): 155-166. |
11 | Kang, D. H., Jang, S. J., and Yun, H. D., "Reinforcement Detail Effects on Deformability of RC Coupling Beam for Special Shear Wall", Journal of the Korea Concrete Institute, 2014, 26(2):67-68 |
12 | Priestley, M. J. N. and Park, R., "Strength and Ductility of Concrete Bridge Columns under Seismic Loading", ACI Structural Journal, 1987, 84(1):61-76. |
13 | Lee, H. H., "State of the Art of Coupling Beam in Coupled Wall System in Korea", Architectural Institute of Korea, 2012, 8(1):333. |
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