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Modal Parameter Estimation of a Building Structure Using a Virtual 1-DOF Mass Tuner in Frequency Domain

가상의 단자유도 질량동조기를 이용한 진동수 영역에서의 구조물의 모드특성 추정

  • Received : 2015.03.05
  • Accepted : 2015.06.08
  • Published : 2015.06.30

Abstract

The aim of this study is to propose a new output-only system identification technique using a virtual 1-DOF mass tuner(VMT) which is analogous to the tuned mass damper and has a characteristics to amplify the response of the measured acceleration responses of building structure. The VMT is a kind of modal filter that its response is maximized in the range of the natural frequency of a structure, and damping ratio of the structure can be identified using the response ratio of VMT at the different damping ratios consisting the VMT. Also, it is shown that the modal parameters can be precisely estimated if the VMT were applied to the mode response separated with mode decomposition method in the state space. For the verification of the proposed technique, the identification process is applied to the measured acceleration responses from 40 story steel frame structure when typhoon approached to the building. From the numerical simulation, it is found that the modal responses are well separated in the state space, the modal parameters are precisely identified with the proposed modal property estimation method.

Keywords

Acknowledgement

Supported by : 국토교통부, 한국연구재단

References

  1. Brincker, R., Zhang, L., & Andersen, P. (2001). Modal identification of output-only systems using frequency domain decomposition. Smart Materials and Structures 10, 441-445 https://doi.org/10.1088/0964-1726/10/3/303
  2. Crandall, & Mark (1963). Random Vibration. Academic Press.
  3. Hwang, J. S. (2015). A Novel Mode Decomposition Method for Non-classical Damping Structure Using Acceleration Responses. Journal of the Architectural Institute of Korea (Structure & Construction), 31(2), 37-46.
  4. Ibrahim, S. R., & Mikulcik, E. C. (1973). A time domain modal vibration test technique. Shock and Vibration Bulletin 43, 21-37
  5. Juang, J. N., & Pappa, R. S. (1985). An eigensystem realization algorithm for modal parameter identification and model reduction. AIAA Journal of Guidance, Control and Dynamics, 12, 620-627.
  6. Kang, K. S., Kim, H. J., & Hwang, J. S. (2012). Mode Decomposition and Output-only System Identification of Lateral-torsionally Coupled Structures Using Independent component Analysis Method. Journal of the Architectural Institute of Korea(Structure & Construction), 31(1), 1 9-26.
  7. Kerschen G, Poncelet F., & Golinval J. C. (2007). Physical interpretation of independent component analysis in structural dynamics. Mechanical Systems and Signal Processing 21, 1561-1575. https://doi.org/10.1016/j.ymssp.2006.07.009
  8. Ku, C. J., Cermark, J. E., & Chou, L. S. (2007). Random decrement based method for modal parameter identification of a dynamic system using acceleration responses. Journal of Wind Engineering and Industrial Aerodynamics 95, 389-410. https://doi.org/10.1016/j.jweia.2006.08.004
  9. Park, S. C., Hwang, J. S., & Lee, S. H. (2013). Output-only System Identification of a Structure Based on the Independent Component Analysis. Journal of regional Association of Architectural Institute of Korea, 15(2), 159-166.
  10. Poncelet, F., Kerschen, G., Golinval, & J. C., Verhelst, D. (2007). Output-only modal analysis suing blinde sourc e separation techniques. Mechanical Systems and Signal Processing 21, 2335-2358. https://doi.org/10.1016/j.ymssp.2006.12.005
  11. Van Overschee, P., & De Moor, B. (1996). Subspace identification for Linear Systems. Kluwer Academic Publishers.
  12. Zhou, W., & Chelidze, D. (2007). Blind source separation based vibration mode identification. Mechanical Systems and Signal Processing 21, 3072- 3087. https://doi.org/10.1016/j.ymssp.2007.05.007