| 1 |
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
|
| 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
|
| 3 |
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
DOI
ScienceOn
|
| 4 |
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
DOI
ScienceOn
|
| 5 |
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
DOI
ScienceOn
|
| 6 |
Taylor, R L. (2000)), FEAP-A Finite Element Analysis Program, Version 7.2, Users Manual, Volume 1 and Volume 2
|
| 7 |
Federal Emergency Management Agency (1997), NEHRP Guidelines of the Seismic Rehabilitation of Buildings, FEMA 273, Washington, D. C
|
| 8 |
Applied Technology Council G9.l»), Seismic Evaluation and Retrofit of Concrete Buildings, ATC-40 Report, Redwood City, California
|
| 9 |
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
DOI
ScienceOn
|
| 10 |
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
DOI
ScienceOn
|
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