Moment-Curvature Relationship of RC Structural Walls with Confined Boundary Elements Using Pre-Fabricated Rectangular Continuous Hoops |
Kim, Hui-Do
(School of Architecture, Soongsil University)
Lee, Seung-Hyun (School of Architecture, Soongsil University) Cho, Jae-Hui (School of Architecture, Soongsil University) Kim, Sung-Hyun (Institute of Construction and Environmental Engineering, Seoul National University) Kang, Su-Min (School of Architecture, Soongsil University) |
1 | Kang, S.M., Park, H.G., Kim. J.Y. (2015) Early Crushing Failure of High-Rise Shear Walls with no Boundary Confinement, Adv. Struct. Eng., 18(7), pp.1029~1042. DOI |
2 | Kim, S.H., Lee, E.K., Kang, S.M., Park, H.G., Park. J.H. (2021) Effect of Boundary Confinement on Ductility of RC Walls, Eng. Struct., 230. pp.111695. DOI |
3 | AIK (2016) Korean Building Code and Commentary (KBC2016), Architectural Institute of Korea, Seoul. |
4 | Kang, S.M., Park, H.G. (2003) Moment-Curvature Relationship of Structural Walls with Confined Boundary Element, J. Korea Concr. Inst., 15(2), pp.323~334. DOI |
5 | Adebar, P. (2013) Compression Failure of Thin Concrete Walls During 2010 Chile Earthquake: Lessons for Canadian Design Practice, Can. J. Civil Eng., 40(8), pp.711~721. DOI |
6 | Jeon, S.H., Park, J.H. (2019) Seismic Fragility Assessment of Ordinary RC Shear Walls Designed with a Nonlinear Dynamic Analysis, J. Earthq., 23(3), pp.169~181. |
7 | Kang, S.M., Jin, J.M., Lee, S.H., Park, H.G. (2013) Reinforcement Method for Shortening the Construction Period of RC Building, Mag. Korea Concr. Inst., 25(2), pp.29~33. DOI |
8 | Mander, J.B., Priestley, M.J.N., Park, R. (1988) Theoretical Stress-Strain Model For Confined Concrete, J. Struct. Engrg., ASCE. 114(8), pp.1804~1826. DOI |
9 | Yu, H.J., Kang, S.M., Park . H.G., Chung, L. (2019) Cyclic Loading Test of Structural Walls with Small Openings, Int. J. Concr. Struct. & Mater.,13(1), pp.1~14. DOI |
10 | Yoo, C.H., Kim, T.W., Park, H.G. (2015) Comparison of Nonlinear Analysis Programs for Small-size Reinforced Concrete Buildings II, J. Earthq. Eng., 19(5), pp.229~238. |