참고문헌 (15)

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5. Gu, Q., Zona, A., Peng, Y. and Dall'Asta, A. (2014), "Effect of buckling-restrained brace model parameters on seismic structural response", J. Construct. Steel Res., 98, 100-113. 

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9. Kim, D.W. and Shim, C.S. (2013), "Evaluation of structural performance of precast modular pier cap" Proceedings of 13th East Asia-Pacific Conference on Structural Engineering and Construction, Sapporo, Japan, September, pp. 1-6. 

10. Ma, H.W., Oh, H.C., Kim, D.W., Kong, D. and Shim, C.S. (2012), "Evaluation of flexural behavior of a modular pier with circular CFT", J. Korean Soc. Steel Construct., 24(6), 725-734. [In Korean] 

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11. MagarPatil, H.R. and Jangid, R.S. (2015), "Development and analysis of passive hybrid energy dissipation system for steel moment resisting frame", Int. J. Civil Struct. Eng., 5(4), 339-352. 

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13. Shim, C.S., Kim, D.W. and Kong, D. (2012), "Structural performance of precast segmental composite pier cap", Proceedings of the 18th International Association for Bridge and Structural Engineering, Seoul, Korea, September, pp. 611-612. 

14. Shim, C., Kim, D., Jung, D., Kim, I. and Chung, C. (2014), "Cyclic tests of modular CFT bridge piers" Proceedings of 10th U.S. National Conference on Earthquake Engineering Frontiers of Earthquake Engineering, Anchorage, AL, USA, July, pp. 1-10. 

15. Stefan, W. (2012), "Behaviour and design of generic buckling restrained brace systems", M.S. Thesis; Department of Civil and Environmental Engineering, The University of Auckland, Auckland, New Zealand. 

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