2024
DOI: 10.1088/1402-4896/ad17ff
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Spatial and temporal coherence via polarization mutual coherence function

Alfredo Luis

Abstract: We address polarization coherence in terms of correlations of Stokes variables. We develop an scalar polarization mutual coherence function that allows us to define a polarization coherence time. We find a suitable spectral polarization density allowing a polarization version of the Wiener-Khintchine theorem. With these tools we also address the polarization version of the van Cittert-Zernike theorem.

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Cited by 1 publication
(2 citation statements)
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References 29 publications
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“…The stress data parallel to the axial direction of the tower are denoted as y 1 (t), y 2 (t), • • • , y 384 (t), the data at a −45 • angle to the axial direction are represented as y 385 (t), y 386 (t), • • • , y 768 (t), and the data at a 45 • angle to the axial direction are denoted as y 769 (t), y 770 (t), • • • , y 1152 (t). Autocorrelation and cross-correlation functions were computed for these datasets, followed by a Fourier transformation based on the Wiener-Sinchin theorem [41] on the resultant outcomes to derive the spectral matrix of the response of the structure. For example, the autocorrelation and cross-correlation functions were calculated for y 1 (t) and y 2 (t), and a Fourier transform was applied to obtain S y 1 , S y 2 , S y 1 y 2 , and S y 2 y 1 .…”
Section: Mathematical Modelling and Analysis Of The Effects Of Load I...mentioning
confidence: 99%
See 1 more Smart Citation
“…The stress data parallel to the axial direction of the tower are denoted as y 1 (t), y 2 (t), • • • , y 384 (t), the data at a −45 • angle to the axial direction are represented as y 385 (t), y 386 (t), • • • , y 768 (t), and the data at a 45 • angle to the axial direction are denoted as y 769 (t), y 770 (t), • • • , y 1152 (t). Autocorrelation and cross-correlation functions were computed for these datasets, followed by a Fourier transformation based on the Wiener-Sinchin theorem [41] on the resultant outcomes to derive the spectral matrix of the response of the structure. For example, the autocorrelation and cross-correlation functions were calculated for y 1 (t) and y 2 (t), and a Fourier transform was applied to obtain S y 1 , S y 2 , S y 1 y 2 , and S y 2 y 1 .…”
Section: Mathematical Modelling and Analysis Of The Effects Of Load I...mentioning
confidence: 99%
“…The stress data parallel to the axial dire tion of the tower are denoted as 𝑦 (𝑡), 𝑦 (𝑡), ⋯ , 𝑦 (𝑡), the data at a −45° angle to the ax direction are represented as 𝑦 (𝑡), 𝑦 (𝑡), ⋯ , 𝑦 (𝑡), and the data at a 45° angle to t axial direction are denoted as 𝑦 (𝑡), 𝑦 (𝑡), ⋯ , 𝑦 (𝑡). Autocorrelation and cross-co relation functions were computed for these datasets, followed by a Fourier transformati based on the Wiener-Sinchin theorem [41] on the resultant outcomes to derive the spectr TRM + L-curve was used to solve Equation (22), and the load identification results are presented in Figure 8.…”
Section: Height Of Hub Centre Of Wind Turbine (M) 103mentioning
confidence: 99%