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Peter A. W. Lewis

Researcher at IBM

Publications -  19
Citations -  2397

Peter A. W. Lewis is an academic researcher from IBM. The author has contributed to research in topics: Discrete-time Fourier transform & Discrete Fourier transform (general). The author has an hindex of 14, co-authored 19 publications receiving 2200 citations. Previous affiliations of Peter A. W. Lewis include Imperial College London & Birkbeck, University of London.

Papers
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The Fast Fourier Transform and Its Applications

TL;DR: A description of the alogorithm and its programming is given here and followed by a theorem relating its operands, the finite sample sequences, to the continuous functions they often are intended to approximate.
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The fast Fourier transform algorithm: Programming considerations in the calculation of sine, cosine and Laplace transforms☆

TL;DR: The problem of establishing the correspondence between the discrete transforms and the continuous functions with which one is usually dealing is described and formulas and empirical results displaying the effect of optimal parameters on computational efficiency and accuracy are given.
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Application of the fast Fourier transform to computation of Fourier integrals, Fourier series, and convolution integrals

TL;DR: In this article, the properties of the fast Fourier transform are related to commonly used integral transforms including the Fourier Transform and convolution integrals, and the relationship between the Fast Fourier Transformer and Fourier series is discussed.
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Historical notes on the fast Fourier transform

TL;DR: The fast Fourier transform algorithm has a long and interesting history that has only recently been appreciated as discussed by the authors, and the contributions of many investigators are described and placed in historical perspective in this paper.
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Discrete Time Series Generated by Mixtures. I: Correlational and Runs Properties

TL;DR: This paper aims to demonstrate the efforts towards in-situ applicability of EMMARM, which aims to provide real-time information about concrete mechanical properties such as E-modulus and compressive strength.