pyFRF
Frequency response function as used in structural dynamics.
For more information check out the showcase examples and see documentation.
Basic pyFRF usage:
Make an instance of FRF class:
a = pyFRF.FRF(
sampling_freq,
exc=None,
resp=None,
exc_type='f', resp_type='a',
window='none',
weighting='linear',
fft_len=None,
nperseg=None,
noverlap=None,
archive_time_data=False,
frf_estimator='H1',
copy=True
)
Adding data:
We can add the excitation and response data at the beginning through exc and resp arguments, otherwise, the excitation and response data can be added later via add_data() method:
a.add_data(exc, resp)
Computing FRF:
Preferable way to get the frequency response functions is via get_FRF() method:
frf = a.get_FRF(frf_estimator="default", frf_form="receptance")
We can also directly get the requested FRF via other methods: get_H1(), get_H2(), get_Hv() and, get_ods_frf():
H1 = a.get_H1()
H2 = a.get_H2()
Hv = a.get_Hv()
ods_frf = a.get_ods_frf()
Changes in 1.5.0:
The FRF constructor keyword frf_estimator and the get_FRF() keywords frf_estimator/frf_form are available since 1.5.0. The old names (frf_type on the constructor, and type/form on get_FRF()) still work but raise a DeprecationWarning.
Metadata
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