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http://dx.doi.org/10.5000/EESK.2012.16.6.013

Inelastic Time History Analysis of a 5-Story Reinforced Concrete IMRF  

Kang, Suk Bong (School of Architecture, University of Ulsan)
Lim, Byeong Jin (School of Architecture, University of Ulsan)
Publication Information
Journal of the Earthquake Engineering Society of Korea / v.16, no.6, 2012 , pp. 13-20 More about this Journal
Abstract
In this study, 5-story structures were designed in accordance with KBC2009 for inelastic time history analysis of RC IMRF. Bending moment-curvature relationship for beam and column was identified with fiber model and bending moment-rotation relationship for beam-column joint was calculated with simple and unified joint shear behavior model and moment equilibrium relationship for the joint. The hysteretic behavior was simulated with three-parameter model suggested in IDARC program. The analytical results showed that the inelastic shear behavior of the joint could be neglected in the structural design for seismic design category C but the structure of category D did not satisfy the criteria of FEMA 356 for collapse prevention performance level.
Keywords
RC IMRF; Inelastic time history analysis; Beam-column joint; Shear behavior; Seismic design category;
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Times Cited By KSCI : 1  (Citation Analysis)
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1 Kang SB, Lim BJ. A Study on the Response Modification Factor for a 5-Story Reinforced Concrete IMRF. Earthquake Engineering Society of Korea. 2012 Oct;16(5):13-21.   과학기술학회마을   DOI   ScienceOn
2 Kim TY, Kang SB. Structural Analysis Model for Reinforced Concrete Moment-Resisting Frame Systems. Proceedings of the Korea Concrete Institute. 2010 Nov;22(2):307-308.
3 Kim TY, Kang SB. Analytical Model for Reinforced Concrete Beam-Column Joint. Proceedings of the Korea Concrete Institute. 2010 Nov;22(2):309-310.
4 Lee JY, Kang SB. Three-Parameter Model for Hysteretic Behavior of Reinforced Concrete Beam-Column Joint. Proceedings of the Korea Concrete Institute. 2011 Nov;23(2):501-502.
5 Minister of Land. Transport and Maritime Affairs, Korean Building Code. Architectural Institute of Korea, Seoul, Korea, 2009.
6 Oh JH, Kang SB. Three-Parameter Model for Hysteretic Behavior of Reinforced Concrete Beam and Column. Proceedings of the Korea Concrete Institute. 2011 Nov;23(2):511-512.   DOI   ScienceOn
7 Ministry of Construction & Transportation. Research of Seismic Design Code (I). Earthquake Engineering Society of Korea, Seoul, Korea, 1996.
8 Ministry of Construction & Transportation. Research of Seismic Design Code (II). Earthquake Engineering Society of Korea, Seoul, Korea, 1997.
9 Kim J, LaFave JM. Joint Shear Behavior of Reinforced Concrete Beam-Column Connections subjected to Seismic Lateral Loading. NSEL Report Series. 2009 Nov; Report No. NSEL-020.
10 Minister of Land, Transport and Maritime Affairs. Concrete Structural Design Code. Korea Concrete Institute, Seoul, Korea, 2007.
11 Ghobarah A, Biddah A. Dynamic Analysis of Reinforced Concrete Frames Including Joint Shear Deformation. Engineering Structures. 1999 Nov;21(11):971-987.   DOI   ScienceOn
12 Hoshikuma J, Kawashima K. Stress-strain Model for Confined Reinforced Concrete in Bridge Piers. Journal of Structural Engineering. 1997 May;123(5):624-633.   DOI   ScienceOn
13 Paz M, Leigh W. Structural Dynamics. 4th ed, Massachusetts: Kluwer Academic Publishers. 1997;812 p.
14 MacGregor JG, Wight JK. Reinforced Concrete. 4th ed. New Jersey: Pearson Prentice Hall; 2005;1132 p.
15 Satake N, Suda K. Damping Evaluation Using Full-Scale Data of Buildings in Japan. Journal of Structural Engineering. 2003 Apr;129(4): 470-477.   DOI   ScienceOn
16 Goel RK, Chopra AK. Period Formulas for Moment-Resisting Frame Buildings. Journal of Structural Engineering. 1997 Nov;123(11):1454-1461.   DOI   ScienceOn
17 Amanat KM, Hoque EA. Rationale for Determining the Natural Period of RC Building Frames Having Infill. Engineering Structures. 2006 Mar;28(4):495-502.   DOI   ScienceOn
18 Sadjadia R, Kianousha MR, Talebib S. Seismic Performance of Reinforced Concrete Moment Resisting Frames. Engineering Structures. 2007 Sep;29(9):2365-2380.   DOI   ScienceOn
19 Park YJ, Reinhorn AM, Kunnath SK. IDARC: Inelastic Damage Analysis of Reinforced Concrete Frame Shear wall Structures. National Center for Earthquake Engineering Research. 1987; Technical Report NCEER-87-0008.