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NTIS 바로가기콘크리트학회논문집 = Journal of the Korea Concrete Institute, v.30 no.3, 2018년, pp.257 - 268
송정원 (전남대학교 건축학부) , 천영수 (LH공사 토지주택연구원) , 송진규 (전남대학교 건축학부) , 양근혁 (경기대학교 플랜트.건축공학과)
Recently, seismic resistant steel deformed bar has been developed and applied to practical applications. However, there is no provision that reflects the characteristics of seismic reinforcing bars on the design code, and the price is higher than that of ordinary reinforcing bars, and thus it cannot...
ACI Innovation Task Group 1 and Collaborators (2001) Acceptance Criteria for Moment Frames Based on Structural Testing (ACI ITG/T1.1-01) and Commentary (ACI ITG/T1.1R-01). USA, MI: American Concrete Institute.
Architectural Institute of Korea (2016) Korean Building Code-Structure, KBCS. Korea, Seoul: Architectural Institute of Korea. 580-584.
Han S. W., Oh Y. Hun., and Lee L. H. (1999) Effect of Edge Confinement on Deformation Capacity in the Isolated RC Structural Walls. Journal of the Korea Concrete Institute 11(6), 101-112. (In Korean)
Korea Concrete Institute (2015) Experimental study for nonlinear model calibration of structural wall and coupling beam. Korea, Seoul: Korea Concrete Institute, 1-55.
Korean Agency for Technology and Standards (2005) KS F 2403(Method of making and curing concrete specimens). Korea, Seoul: Korean Agency for Technology and Standards.
Korean Agency for Technology and Standards (2005) KS F 2405(Method of test for compressive strength of concrete). Korea, Seoul: Korean Agency for Technology and Standards.
Korean Agency for Technology and Standards (2016) KS D 3504(Steel bars for concrete reinforcement). Korea, Seoul: Korean Agency for Technology and Standards.
Lee, S. Y., Lee, H. C., Park, C. S., Woo, K. M., and Suh, Y. T. (2010) Development of High-Strength in 600, 700, 800 MPa Class of Yield Strength and Seismic Resistant Steel Deformed Bar. Magazine of the Korea Concrete Institute 22(5), 28-36. (In Korean)
Song, J. W., Chun, Y. S., Song, J. K., and Yang, K. H. (2018) Seismic Performance of Shear Wall Using Seismic Resistant Steel Deformed Bar with high-ductility, Journal of the Korea Concrete Institute 30(1), 47-58. (In Korean)
Su, R. K. L. and Wong S. M. (2007) Seismic behavior of slender reinforced concrete shear walls under high axial ratio. Engineering Structures 29(1), 1957-1965.
Thomsen IV, J. H. and Wallace J. W. (2004) Displacement-Based Design of Slender Reinforced Concrete Structural Walls-Experimental Verification. Journal of Structural Engineering 130(4), 618-630.
Zhang, Y. and Wang, Z. (2000) Seismic Behavior of Reinforced Concrete Shear Walls Subjected to High Axial Loading. ACI Structural Journal 97(5), 739-750.
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