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NTIS 바로가기전산 구조 공학 = Journal of the Computational Structural Engineering Institute of Korea, v.20 no.2 = no.76, 2007년, pp.69 - 79
초록이 없습니다.
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Applied Technology Council G9.l≫), Seismic Evaluation and Retrofit of Concrete Buildings, ATC-40 Report, Redwood City, California
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
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
Federal Emergency Management Agency (1997), ?NEHRP Guidelines of the Seismic Rehabilitation of Buildings, FEMA 273, Washington, D. C
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
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
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
Taylor, R L. (2000)), FEAP-A Finite Element Analysis Program, Version 7.2, Users Manual, Volume 1 and Volume 2
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
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
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