참고문헌 (16)

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2. Lee, H. & Kim, S. (2011). Hysteretic behaviors of metall ic dampers with the various slit shape. Journal of the Korea institute for structural maintenance and inspection, 15 (5), 199-208. 

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3. Tsai, K., Chen, H., Hong, C. & Su, Y. (1993). Design of steel triangular plate energy absorbers for seismic-resistant construction. Earthquake Spectra, 9(3), 505-528. 

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5. Clark, P., Aiken, I., Tajirian, F., Kasai, K., Ko, E. & Kimura, I. (1999). Design procedures for buildings incorporating hysteretic damping devices. Passive energy dissipation and active control of vibrations of structures, 1-21. 

6. Pall, A. & Marsh, C. (1982). Response of friction damped braced frames. Journal of Structural Division, ASCE. 108(6), 1313-1323. 

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9. Robinson, W. (1982). Lead rubber hysteretic bearings suitable for protecting structures during earthquakes. Earthquake Engineering & Structural Dynamics. 10(4), 593-604. 

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12. Lee, S., Park, J., Lee, S. & Min, K. (2008). Allocation and slip load of friction dampers for a seismically excited building structure based on storey shear force distribution, Engineering Structures. 30(4), 930-940. 

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13. Wu, J., Yang, J. & Schmitendorf, W. (1998). Reduced-order H ${\infty}$ and LQR control for wind-excited tall buildings, Engineering Structures. 20(3), 222-236. 

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14. Korean Architectural Institute. (2009). KBC 2009. 

15. Kim, D., Kim, J., Kim, D., Ha, I., Ahn, T., Kim, H. & Kim, S. (2010). Experimental study on hybrid damper using a high-damping rubber and a steel pin. 2010 Conference Journal of Architectural Institute of Korea. 30(1), 9-10. 

16. Lee, H. & Kim, S. (2011). Hysteretic Behaviors of Metallic Dampers with the Various Slit Shape. Journal of The Korea Institute for Structural Maintenance and Inspection. 15(5). 199-208. 

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