Journal of the Architectural Institute of Korea Structure & Construction (대한건축학회논문집:구조계)

Architectural Institute of Korea (대한건축학회)
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A Novel Mode Decomposition Method for Non-classical Damping Structure Using Acceleration Responses

비고전 감쇠를 가지는 구조물의 가속도응답을 이용한 새로운 모드분리 기법

  • Received : 2014.11.06
  • Accepted : 2014.12.12
  • Published : 2015.01.30
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Abstract

Dynamic modes of the non-classical damping or very closely distributed modal system are nearly decomposed by using the conventional modal matrix calculated from mass, stiffness matrix because that the damping matrix is unable to be diagonalized with the modal matrix. In this paper, a new mode decomposition technique for a non-classical damping structure in frequency domain is proposed that is using the differential state variables estimated from measured acceleration responses and Kalman filtering to calculate the linear transformation matrix of governing modes. The linear transformation matrix is updated in the optimization process to maximize the performance index cooperated with a power spectral density of a target mode and an averaged power spectrum. For the verification of the proposed method, a numerical simulation for the representative non-classical damping and closely distributed modal system : primary mass-TMD coupled 2DOF system. The results from the simulations show that the proposed technique can estimate the modal response more precisely than a conventional mode decomposition method such as ICA, POD.

Keywords

Acknowledgement

Supported by : 한국연구재단

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