Ang, B. G., Priestley, M. J. N. and Paulay, T. (1994). “Seismic shear strength of circular reinforced concrete columns.” ACI Structual Journal, Vol. 86, No. 1, pp. 45-59.Ang, B. G., Priestley, M. J. N. and Paulay, T. (1994). “Seismic shear strength of circular reinforced concrete columns.” ACI Structual Journal, Vol. 86, No. 1, pp. 45-59.

Bonacci, J. F. and Maalej, M. (2001). “Behavioral trends of RC beams strengthened with externally bonded FRP.” Journal of Composites for Construction, Vol. 5, No. 2, pp. 102-113.10.1061/(ASCE)1090-0268(2001)5:2(102)Bonacci, J. F. and Maalej, M. (2001). “Behavioral trends of RC beams strengthened with externally bonded FRP.” Journal of Composites for Construction, Vol. 5, No. 2, pp. 102-113.

Chen, C. H., Lai, W. C., Cordova, P., Deierlein, G. G. and Tsai, K. C. (2003). “Pseudo-dynamic test of full-scale RCS frame: Part 1-Design, construction and testing.” In Proceedings of International Workshop on Steel and Concrete Composite Constructions, pp. 107-118.Chen, C. H., Lai, W. C., Cordova, P., Deierlein, G. G. and Tsai, K. C. (2003). “Pseudo-dynamic test of full-scale RCS frame: Part 1-Design, construction and testing.” In Proceedings of International Workshop on Steel and Concrete Composite Constructions, pp. 107-118.

Chung, Y. S., Park, J. H., Park, H. S. and Cho, C. B. (2002). “Pseudo dynamic test for the seismic performance enhancement of circular RC bridge piers retrofitted with fibers.” Journal of the Korea concrete institute, Vol. 14, No. 2, pp. 180-189 (in Korea).Chung, Y. S., Park, J. H., Park, H. S. and Cho, C. B. (2002). “Pseudo dynamic test for the seismic performance enhancement of circular RC bridge piers retrofitted with fibers.” Journal of the Korea concrete institute, Vol. 14, No. 2, pp. 180-189 (in Korea).

Hakuno, M., Shidawara, M. and Hara, T. (1969). “Dynamic destructive test of a cantilever beam, controlled by and analog-computer.” Transactions of The Japan Society of Civil Engineers, Vol. 171, pp. 1-9.10.2208/jscej1969.1969.171_1Hakuno, M., Shidawara, M. and Hara, T. (1969). “Dynamic destructive test of a cantilever beam, controlled by and analog-computer.” Transactions of The Japan Society of Civil Engineers, Vol. 171, pp. 1-9.

Jin, D. H. (2016). Seismic Performance Evaluation of Concrete Structure using Hybrid Test System, Master degree thesis, Myungji University, Korea (in Korea).Jin, D. H. (2016). Seismic Performance Evaluation of Concrete Structure using Hybrid Test System, Master degree thesis, Myungji University, Korea (in Korea).

Jung, R. Y. and Benson Shing, P. (2006). “Performance evaluation of a real-time pseudo-dynamic test system.” Earthquake Engineering and Structural Dynamics, Vol. 35, No. 7, pp. 789-810.10.1002/eqe.547Jung, R. Y. and Benson Shing, P. (2006). “Performance evaluation of a real-time pseudo-dynamic test system.” Earthquake Engineering and Structural Dynamics, Vol. 35, No. 7, pp. 789-810.

Kim, D. K., Kim, D. Y., Ahn, J. H. and Park, C. L. (1997). “Assessment of the seismic capacity of structure using pseudo-dynamic test”, Journal of the earthquake engineering society of Korea, Vol. 1, No. 2, pp. 49-57 (in Korea).Kim, D. K., Kim, D. Y., Ahn, J. H. and Park, C. L. (1997). “Assessment of the seismic capacity of structure using pseudo-dynamic test”, Journal of the earthquake engineering society of Korea, Vol. 1, No. 2, pp. 49-57 (in Korea).

KMA, Korea Meteorological Administration, Earthquake (2016).Available at: http://www.kma.go.kr/mini/earthquake/main.jsp (in Korea).KMA, Korea Meteorological Administration, Earthquake (2016).Available at: http://www.kma.go.kr/mini/earthquake/main.jsp (in Korea).

Lee, S. K., Chen, Z. F., Ng, M., Tang, J. M., Wan, L. L., Liu, M. and Lee, L. (2008). “Evaluation of CFRP, GFRP and BFRP material systems for the strengthening of RC slabs.” Journal of Reinforced Plastics and Composites, pp. 1-12Lee, S. K., Chen, Z. F., Ng, M., Tang, J. M., Wan, L. L., Liu, M. and Lee, L. (2008). “Evaluation of CFRP, GFRP and BFRP material systems for the strengthening of RC slabs.” Journal of Reinforced Plastics and Composites, pp. 1-12

Lee, D. H., Oh, J. K., Yu, W. D. and Choi, E. S. (2012). “Seismic performance of RC columns confined by outside lateral rein-forcement”, Journal of the Korean Society of Civil Engineers, Vol. 32, No. 3, pp. 189-196 (in Korea).Lee, D. H., Oh, J. K., Yu, W. D. and Choi, E. S. (2012). “Seismic performance of RC columns confined by outside lateral rein-forcement”, Journal of the Korean Society of Civil Engineers, Vol. 32, No. 3, pp. 189-196 (in Korea).

Li, Y. F., Chang, S. Y., Tzeng, W. C. and Huang, K. (2003). “The pseudo dynamic test of RC bridge columns analyzed through the Hilbert-Huang transform.” Journal of Mechanics, Vol. 19, No. 3, pp. 373-387.10.1017/s1727719100003221Li, Y. F., Chang, S. Y., Tzeng, W. C. and Huang, K. (2003). “The pseudo dynamic test of RC bridge columns analyzed through the Hilbert-Huang transform.” Journal of Mechanics, Vol. 19, No. 3, pp. 373-387.

Marriott, D., Pampanin, S. and Palermo, A. (2009). “Quasi-static and pseudo-dynamic testing of unbonded post-tensioned rocking bridge piers with external replaceable dissipaters.” Earthquake Engineering and Structural Dynamics, Vol. 38, No.3, pp. 331-354.10.1002/eqe.857Marriott, D., Pampanin, S. and Palermo, A. (2009). “Quasi-static and pseudo-dynamic testing of unbonded post-tensioned rocking bridge piers with external replaceable dissipaters.” Earthquake Engineering and Structural Dynamics, Vol. 38, No.3, pp. 331-354.

Shing, P. S. B. and Vannan, M. T. (1991). “Implicit time integration for pseudodynamic tests: Convergence and energy dissipation.” Earthquake Engineering and Structural Dynamics, Vol. 20, No. 9, pp. 809-819.10.1002/eqe.4290200902Shing, P. S. B. and Vannan, M. T. (1991). “Implicit time integration for pseudodynamic tests: Convergence and energy dissipation.” Earthquake Engineering and Structural Dynamics, Vol. 20, No. 9, pp. 809-819.

Takanashi, K., Udagawa, K., Seki, M., Okada, T. and Tanaka, H. (1975). “Nonlinear earthquake response analysis of structures by a computer-actuator on-line system.” Bulletin of Earthquake Resistant Structure Research Center, Vol. 8, pp. 1-17.Takanashi, K., Udagawa, K., Seki, M., Okada, T. and Tanaka, H. (1975). “Nonlinear earthquake response analysis of structures by a computer-actuator on-line system.” Bulletin of Earthquake Resistant Structure Research Center, Vol. 8, pp. 1-17.

Yang, Y. S., Wang, K. J., Wang, S. J., Hsu, C. W., Tsai, K. C. and Hsieh, S. H. (2004). “Networked pseudo-dynamic testing part I: Database approach.” In Proceedings of the 13th World Conference on Earthquake Engineering, Vancouver, BC, Canada, pp. 1910-1919.Yang, Y. S., Wang, K. J., Wang, S. J., Hsu, C. W., Tsai, K. C. and Hsieh, S. H. (2004). “Networked pseudo-dynamic testing part I: Database approach.” In Proceedings of the 13th World Conference on Earthquake Engineering, Vancouver, BC, Canada, pp. 1910-1919.

Youm, K. S., Kwon, T. G., Lee, Y. H. and Hwang, Y. K. (2006). “Seismic retrofit of GFRP wrapping on the lap-spliced bridge piers.” Journal of the Korean Society of Civil Engineers, Vol. 26, No. 2, pp. 311-318 (in Korea).Youm, K. S., Kwon, T. G., Lee, Y. H. and Hwang, Y. K. (2006). “Seismic retrofit of GFRP wrapping on the lap-spliced bridge piers.” Journal of the Korean Society of Civil Engineers, Vol. 26, No. 2, pp. 311-318 (in Korea).