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VIS (EX)
koki.okutomi - 6:39 Wednesday 02 May 2018 (4927) Print this report
Phase-1 measurements in Type-A Tower ETMX

[Okutomi]

What I did:

  1. Local transfer function measurements from IPL excitaion with the MICH unlocked
  2. Transfer function measurement from IPL to TML using the MICH signal

Finally I obtained an estimation of vibration isolarion ratio (or seismic attenuation factor) from the ground to TM of the Type-A suspension


1. IP's local transfer function measurement

  • First I measured the local transfer function from IPL excitation (mainly to the sensors on the IP)
  • During this measurement the MICH is unlocked on purpose
    • Actually this measurement should be done before the Phase-1 operation
    • I want somehow to get the transfer function in longitudinal direction to identify the peak frequencies
    • Because I have to avoid from exciting these resonant peaks during the next measurement with locked interferometer signal
  • Considering our time constraints, only the L-direction of the IP is excited
  • In the attached figure shown below (left), the measurement and the model (generated by SUMCON) show good consistency
    • The small deviation can be tuned with the parameters in the model
    • In other words, the two curves coincide with each other even without the fine tuning of the model
  • Using the model confirmed above, the vibration isolation ratio from the ground to IPL is determined as the figure below (right) 

2. Transfer function measurement with the MICH

  • A displacement/displacement transfer function from IPL to TML is measured using the strain signal of the interferometer
  • The data is obtained only in the small frequency region of 0.8-1.7 Hz because of the limitation of the actuation range and the sensitivity of the interferometer
    • In fact, the vibration attenuation factor steeply drops from ~10-2 to ~10-20 in 1-10 Hz in design
  • I injected the excitation signals with awggui for each sampling point one by one
    • Because I had to choose the sampling points in frequency carefully not to excite the resonances
  • Multiplying these data by the IP's vibration isolation ratio (shown above), the measured vibration isolation can be obtained
    • The measured vibration isolation ratio is roughly consistent with the one of the model
    • The mismatch come from the modeling error for the peaks in higher frequencies around 1 Hz
  • The extrapolation of the model curve indicates that the estimated vibration isolation ratio is ~ 10-21 at 10 Hz
  • Further measurements of the vibration isolation ratio seem to require more actuation range or accumulation of vibration-isolation-raito measurements for each stage

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