Computational Structural Engineering (전산구조공학)

Computational Structural Engineering Institute of Korea (한국전산구조공학회)
권호 표지

Seismic Performance Assessment of Reinforced Concrete Bridge Columns using Nonlinear Finite Element Analysis

비선형 유한요소해석을 이용한 철근콘크리트 교각의 내진 성능평가

  • 김태훈 (㈜대우건설 기술연구원 토목연구팀)
  • Published : 2007.06.24
Download PDF
⟨ Previous Next ⟩

Abstract

Keywords

References

  1. Applied Technology Council G9.l»), Seismic Evaluation and Retrofit of Concrete Buildings, ATC-40 Report, Redwood City, California
  2. Kim, T. H., Lee, K. M., Chung, Y. S., Shin, H. M. (2005), Seismic Damage Assessment of Reinforced Concrete Bridge Columns, Engineering Structures, 27(4), pp.576-592 https://doi.org/10.1016/j.engstruct.2004.11.016
  3. Lehman, D., Moehle, J., Mahin, S., Calderone, A., Henry, L. (2004), Experimental Evaluation of the Seismic Performance of Reinforced Concrete Bridge Columns, Journal of Structural Engineering, ASCE, 130(6), pp.869-879 https://doi.org/10.1061/(ASCE)0733-9445(2004)130:6(869)
  4. Federal Emergency Management Agency (1997), NEHRP Guidelines of the Seismic Rehabilitation of Buildings, FEMA 273, Washington, D. C
  5. Kim, T. H, Lee, K M., Yoon, C. Y., Shin, H M. (2003), Inelastic Behavior and Ductility Capacity of Reinforced Concrete Bridge Piers under Earthquake. I: Theory and Formulation, Journal of Structural Engineering, ASCE, 129(9), pp.1199- 1207 https://doi.org/10.1061/(ASCE)0733-9445(2003)129:9(1199)
  6. Kim, T. H, Kim, B. S., Chung, Y. S., and Shin, H. M. (2006), Seismic Performance Assessment of Reinforced Concrete Bridge Piers with Lap Splices, Engineering Structures, 28(6), pp.935-945 https://doi.org/10.1016/j.engstruct.2005.10.020
  7. Kim, T. H, Kim, Y. J., Shin, H M. (2007), Seismic Performance Assessment of Reinforced Concrete Bridge Columns under Variable Axial Load, Magazine of Concrete Research, 59(2), pp.87-96 https://doi.org/10.1680/macr.2007.59.2.87
  8. Taylor, R L. (2000)), FEAP-A Finite Element Analysis Program, Version 7.2, Users Manual, Volume 1 and Volume 2
  9. Chung, Y. S., Park, J H. (2001), Seismic Performance Evaluation of RC Bridge Piers with Limited Ductility by Pseudo Dynamic Test, KEERC-MAE Joint Seminar on Risk Mitigation for Regions of Moderate Seismicity, University of illinois at Urbana-Charrraign, pp.153- 163
  10. Hilber, H. M., Hughes, T. J R, Taylor, R L. (1977), Improved Numerical Dissipation for Time Integration Algorithms in Structural Dynamics, Earthquake Engineering and Structural Dynamics, Vol. 5, pp.282-292