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Paolo Chiariotti

Researcher at Marche Polytechnic University

Publications -  94
Citations -  724

Paolo Chiariotti is an academic researcher from Marche Polytechnic University. The author has contributed to research in topics: Computer science & Laser scanning vibrometry. The author has an hindex of 10, co-authored 76 publications receiving 375 citations. Previous affiliations of Paolo Chiariotti include Polytechnic University of Milan.

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Acoustic beamforming for noise source localization - Reviews, methodology and applications

TL;DR: The main concepts of beamforming, starting from the very basics and progressing on to more advanced concepts and techniques are presented, in order to give the reader the possibility to identify concepts and references which might be useful for her/his work.
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Electrical Resistivity and Electrical Impedance Measurement in Mortar and Concrete Elements: A Systematic Review

TL;DR: In this paper, the state-of-the-art techniques to measure electrical impedance (and consequently electrical resistivity) of mortar/concrete elements are analyzed and discussed, highlighting pros and cons with respect to their performance, reliability, and degree of maturity.
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Exploiting Continuous Scanning Laser Doppler Vibrometry in timing belt dynamic characterisation

TL;DR: In this paper, the use of Continuous Scanning LDV (CSLDV) is described for the dynamic characterisation of timing belts in IC (Internal Combustion) engines (cylinder head).
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The application of advanced beamforming techniques for the noise characterization of installed counter rotating open rotors

TL;DR: The study attempts to characterize the installed CROR noise source through the application of several beamforming techniques applied to each individual array and to a global array of the three arrays in combination.
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Performance of concretes manufactured with newly developed low-clinker cements exposed to water and chlorides: Characterization by means of electrical impedance measurements

TL;DR: In this paper, the electrical impedance of three different concrete mixes during accelerated degradation tests is discussed. And the two new low-clinker cements adopted seem to improve the measurement sensitivity towards contaminants ingress with respect to the commercial one.