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Modified state-space procedures for pseudodynamic testing
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DOI：10.1002/1096-9845(200101)30:1<59::AID-EQE996>3.0.CO;2-X.png)
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The existing on-line numerical integration algorithms are derived from the Newmark method, which is based on an approximation of derivatives in the differential equation. The state-space procedure (SSP), based on an interpolation of the discrete excitation signals for piecewise convolution integral, has been confirmed as more reliable than the Newmark method in terms of numerical accuracy and stability. In an attempt to enhance the pseudodynamic test, this study presents an on-line integration algorithm (referred to as the OS-SSP method) via an integration of the state-space procedure with Nakashima's operator-splitting concept. Numerical stability and accuracy assessment of the proposed algorithm in addition to the explicit Newmark method and the OS method were investigated via an eigenvalue, frequency-domain and time-domain analysis. Of the on-line integration algorithms investigated, the OS-SSP method is demonstrated as the most accurate method with an acceptable stability (although not unconditionally stable) characteristic. Therefore, the OS-SSP method is the most desirable method for pseudodynamic testing if the numerical stability criterion (Deltat/T less than or equal to 0.5) is ensured for every vibration mode involved. Copyright (C) 2001 John Wiley & Sons, Ltd.
Keyword:
state space
pseudodynamic testing
earthquake
on-line integration
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