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Application of Semi-active TMD to Tilted High-Rise Building Structure Subjected to Seismic Loads

International journal of steel structures, v.21 no.5, 2021년, pp.1671 - 1679  

Kim, Hyun-Su ,  Kang, Joo-Won

초록이 없습니다.

참고문헌 (23)

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  2. Engineering Structures PA Bońkowski 198 109518 2019 10.1016/j.engstruct.2019.109518 Bońkowski, P. A., Zembaty, Z., & Minch, M. Y. (2019). Seismic effects on leaning slender structures and tall buildings. Engineering Structures, 198, 109518. 

  3. Complex and Intelligent System CAC Coello 6 221 2020 10.1007/s40747-019-0113-4 Coello, C. A. C., Brambila, S. G., Gamboa, J. F., Tapia, M. G. C., & Gómez, R. J. (2020). Evolutionary multiobjective optimization: Open research areas and some challenges lying ahead. Complex and Intelligent System, 6, 221-236. 

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  6. Annual Reviews in Control D Elias 44 129 2017 10.1016/j.arcontrol.2017.09.015 Elias, D., & Matsagar, V. (2017). Research developments in vibration control of structures using passive tuned mass dampers. Annual Reviews in Control, 44, 129-156. 

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  9. The Structural Design of Tall and Special Buildings JW Kang 20 552 2011 10.1002/tal.609 Kang, J. W., Kim, H. S., & Lee, D. G. (2011). Mitigation of wind response of a tall building using semi-active tuned mass dampers. The Structural Design of Tall and Special Buildings, 20, 552-565. 

  10. Journal of Asian Architecture and Building Engineering HS Kim 11 343 2012 10.3130/jaabe.11.343 Kim, H. S., & Kang, J. W. (2012a). An efficient structural analysis of super tall mega frame buildings using a multi-level condensation method. Journal of Asian Architecture and Building Engineering, 11, 343-350. 

  11. Engineering Structures HS Kim 41 242 2012 10.1016/j.engstruct.2012.03.038 Kim, H. S., & Kang, J. W. (2012b). Semi-active fuzzy control of a wind-excited tall building using multi-objective genetic algorithm. Engineering Structures, 41, 242-257. 

  12. International Journal of Steel Structures HS Kim 18 5 1598 2018 10.1007/s13296-018-0055-5 Kim, H. S., & Kang, J. W. (2018). MOGA-based structural design method for Diagrid structural control system subjected to wind and earthquake loads. International Journal of Steel Structures, 18(5), 1598-1606. 

  13. Journal of Vibration and Control JH Koo 10 163 2004 10.1177/1077546304032020 Koo, J. H., Setareh, M., & Murray, T. M. (2004). In search of suitable control methods for semi-active tuned vibration absorbers. Journal of Vibration and Control, 10, 163-174. 

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  15. Murudi, M. M., & Mane, S. M. (2004). “Seismic effectiveness of tuned mass damper (TMD) for different ground motion parameters,” 13th World Conference on Earthquake Engineering, Vancouver, B.C., Canada. 

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  17. Japan Architectural Review T Nakai 2 3 269 2019 10.1002/2475-8876.12100 Nakai, T., Kurino, H., Yaguchi, T., & Kano, N. (2019). Control effect of large tuned mass damper used for seismic retrofitting of existing high-rise building. Japan Architectural Review, 2(3), 269-286. 

  18. The Structural Design of Tall and Special Buildings D Scott 16 441 2007 10.1002/tal.428 Scott, D., Farnsworth, D., Jackson, M., & Clark, M. (2007). The effects of complex geometry on tall towers. The Structural Design of Tall and Special Buildings, 16, 441-455. 

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  23. Journal of Engineering Mechanics, ASCE F Yi 127 11 1152 2001 10.1061/(ASCE)0733-9399(2001)127:11(1152) Yi, F., Dyke, S. J., Caicedo, J. M., & Carlson, J. D. (2001). Experimental verification of multi-input seismic control strategies for smart dampers. Journal of Engineering Mechanics, ASCE, 127(11), 1152-1164. 

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