5층 철근콘크리트 중간모멘트골조의 비탄성 시간이력해석
Inelastic Time History Analysis of a 5-Story Reinforced Concrete IMRF
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초록
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.
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.
참고문헌 (19)
- 강석봉, "5층 철근콘크리트 중간모멘트골조의 반응수정계수에 관한 연구", 한국지진공학회논문집, 16(5), pp.13~21 (2012), 한국지진공학회
- Kim TY, "Structural Analysis Model for Reinforced Concrete Moment-Resisting Frame Systems", Proceedings of the Korea Concrete Institute, 22(2), pp.307~308 (2010)
- Kim TY, "Analytical Model for Reinforced Concrete Beam-Column Joint", Proceedings of the Korea Concrete Institute, 22(2), pp.309~310 (2010)
- Lee JY, "Three-Parameter Model for Hysteretic Behavior of Reinforced Concrete Beam-Column Joint", Proceedings of the Korea Concrete Institute, 23(2), pp.501~502 (2011)
- Oh JH, "Three-Parameter Model for Hysteretic Behavior of Reinforced Concrete Beam and Column", Proceedings of the Korea Concrete Institute, 23(2), pp.511~515 (2011)
- Research of Seismic Design Code (I), "Ministry of Construction & Transportation", Earthquake Engineering Society of Korea, ~ (1996)
- Research of Seismic Design Code (II), "Ministry of Construction & Transportation", Earthquake Engineering Society of Korea, ~ (1997)
- Minister of Land. Transport and Maritime Affairs, "Korean Building Code" (2009), Architectural Institute of Korea
- Minister of Land, Transport and Maritime Affairs, "Concrete Structural Design Code" (2007), Korea Concrete Institute
- Joint Shear Behavior of Reinforced Concrete Beam-Column Connections subjected to Seismic Lateral Loading, "Kim J", ~, pp.NSEL Report Series. 2009 Nov; Report No. NSEL-020 (2009)
- Ghobarah A, "Dynamic Analysis of Reinforced Concrete Frames Including Joint Shear Deformation", Engineering Structures, 21(11), pp.971~987 (1999)
- Hoshikuma J, "Stress-strain Model for Confined Reinforced Concrete in Bridge Piers", Journal of Structural Engineering, 123(5), pp.624~633 (1997)
- MacGregor JG, "Reinforced Concrete. 4th ed", pp.1132~ (2005), Pearson Prentice Hall
- Satake N, "Damping Evaluation Using Full-Scale Data of Buildings in Japan", Journal of Structural Engineering, 129(4), pp.470~477 (2003)
- Goel RK, "Period Formulas for Moment-Resisting Frame Buildings", Journal of Structural Engineering, 123(11), pp.1454~1461 (1997)
- Amanat KM, "Rationale for Determining the Natural Period of RC Building Frames Having Infill", Engineering Structures, 28(4), pp.495~502 (2006)
- Sadjadia R, "Seismic Performance of Reinforced Concrete Moment Resisting Frames", Engineering Structures, 29(9), pp.2365~2380 (2007)
- IDARC: Inelastic Damage Analysis of Reinforced Concrete Frame Shear wall Structures, "Park YJ", National Center for Earthquake Engineering Research, ~, pp.Technical Report NCEER-87-0008 (1987)
- Paz M, "Structural Dynamics. 4th ed", pp.812~ (1997), Kluwer Academic Publishers