Method for adjusting influence matrix accurately matched with seismic wave and target response spectrum
A technology that affects the matrix and precise matching. It is used in the testing of machine/structural components, complex mathematical operations, measuring devices, etc., to achieve the convergence of the iterative process, the monotonicity of the iterative process, and the high matching accuracy.
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[0076] Step 1, select a real seismic record A whose duration is T=30s, time interval is Δt=0.005s, and the total number of time points is N=6001 IN (t) as the initial seismic wave.
[0077] Step 2: Select the Consistent Hazard Spectrum (CENA UHS) as the target design spectrum, and [0.2,100] Hz is the frequency range concerned in engineering applications, then the application range of the required eigenfunctions is calculated accordingly:
[0078]
[0079]
[0080] Then, from the 11th to the 5999th, a total of N c =5989 eigenfunctions are selected as basis functions.
[0081] Step 3, with a set of eigenfunctions selected in step 2 Decompose the initial seismic acceleration time history A as a basis function IN (t), get the initial amplitude coefficient a (0) and initial iteration schedule A (0) (t) (if figure 2 shown). Additionally, by image 3 The near-precise coincidence between the initial seismic wave and the initial iterative time history shows that the met...
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