References
- Broderick, B. M. and Elnashai, A. S. (1995). "Analysis of the failure of interstate 10 freeway ramp during the northridge earthquake of 17 January 1994." Earthquake Engineering and Structural Dynamics, Vol. 24, pp. 188-208.
- Broderick, B. M., Elnashai, A. S. and Izzuddin, B. A. (1994). "Observations on the effect of numerical dissipation on the nonlinear dynamic response of structural systems." Engineering Structures, Vol. 16, pp. 51-62. https://doi.org/10.1016/0141-0296(94)90104-X
- Dutta, A. (1999). On energy based seismic analysis and design of highway bridges, Ph.D. Thesis, State University of New York at Buffalo.
- Elnashai, A. S., Papanikolaou, V. and Lee, D. H. (2001). ZeusNL - A program for inelastic dynamic analysis of structures, MAE Center, University of Illinois at Urbana-Champaign, USA.
- HAZUS99 (1999). User's manual, Washington, D. C. : Federal Emergency Management Agency.
- Hilber, H. M., Hughes, T. J. R. and Taylor, R. L. (1977). "Improved numerical dissipation for time-integration algorithms in structural dynamics." Earthquake Engineering and Structural Dynamics, Vol. 5, pp. 283-292. https://doi.org/10.1002/eqe.4290050306
- Jeon, J. M. (2013). Damage evaluation of RC bridge piers by seismic fragility analyses, Ph.D. Thesis, University of Paichai
- Kim, J. C., Byeon, J. S. and Shin, S. B. (2008). "Seismic fragility analysis of a FCM bridge considering soil properties." Journal of the Earthquake Engineering Society of Korea, Vol. 12, No. 3, pp. 37-44. https://doi.org/10.5000/EESK.2008.12.3.037
- Kim, S. H., Yi, J. H. and Kim, H. K. (2004). "Evaluation of capacity spectrum methods for seismic fragility analysis of bridges." Journal of the Earthquake Engineering Society of Korea, Vol. 8, No. 1, pp. 67-76. https://doi.org/10.5000/EESK.2004.8.1.067
- Koh, H. M., Lee, J. H. and Kang, J. W. (2003). "Seismic damage evaluation of reinforced concrete pier based on a plastic damage model." Journal of the Korean Society of Civil Engineers, Vol. 23, No. 5, pp. 1029-1039.
- Korea Concrete Institute (2012). Concrete design code and commentary, Kimoondang Publishing Company (in Korean).
- Lanczos, C. (1950). "An iteration mothod for the solution of the eigenvalue problem of linear differential and interral operators." Journal of Research of the National Bureau of Standards 45, pp. 255-282. https://doi.org/10.6028/jres.045.026
- Lee, D. H. and Elnashai, A. S. (2002). "Inelastic seismic analysis of RC bridge piers including flexure shear-axial interaction." Structural Engineering and Mechanics, An International Journal, Vol. 13, No. 3, pp. 241-260. https://doi.org/10.12989/sem.2002.13.3.241
- Martines-Rueda, J. E. and Elnashai, A. S. (1997). "Confined concrete model under cycling loading." Materials and Structures, Vol. 30, pp. 139-147. https://doi.org/10.1007/BF02486385
- Newmark, N. M. (1959). "A method for computation for structural dynamics." Journal of the Engineering Mechanics Division, ASCE, Vol. 85, No. 3, pp. 67-94.
- Park, R. (1991). "Ductility of structural concrete." IABSE Colloquium, Stuttgart.
- Priestley, M. J. N., Seible, F. and Calvi, G. M. (1996). Seismic design and retrofit of bridges, John Wiley & Sons Inc., New York.
- Shinozuka, M., Feng, M. Q., Kim, H. K. and Kim, S. H. (2000). "Nonlinear static procedure for fragility curve development." Journal of Engineering Mechanics, Vol. 126, No. 12, pp. 1287-1295. https://doi.org/10.1061/(ASCE)0733-9399(2000)126:12(1287)
- The SAC Steel Project. (2002). Suites of earthquake ground motions for analysis of steel moment frame structures, Available at: http://nisee.berkeley.edu/data/strong_motion/sacsteel/ground_motions.html.
- Yi, J. H., Kim, S. H., Yun, C. B. and Kushivama, S. (2004). "PDF interpolation technique for seismic fragility analysis." Journal of the Korean Society of Civil Engineers, Vol. 24, No. 2A, pp. 391-399.