02292nam a2200277 a 4500 vtls000055764 KUKTEM 20251117150244.0 111020t2011 enka f 001 0 eng d 9780470978276 0470978279 201206011052 asmadi 201203021512 asmadi 201110201553 irma UMP TA355 .F45 2011 Feldman, Michael Hilbert transform applications in mechanical vibration / Michael Feldman Chichester, UK. : Wiley, 2011 xxvii, 292 p. : ill. ; 24 cm. Includes bibliographical references (p. 275-285) and index "Hilbert Transform Applications in Mechanical Vibration addresses recent advances in research and applications of the modern Hilbert transform to vibration engineering, through which laboratory dynamic tests can be produced more quickly and accurately. The author integrates important pioneering developments in signal processing and mathematical models with typical properties of mechanical constructions such as resonance, dynamic stiffness and damping. This unique merger of technical properties and digital signal processing allows the instant solution of a variety of engineering problems and in-depth exploration of the physics of vibration by analysis, identification and simulation. Hilbert Transform Applications in Mechanical Vibration employs the author’s pioneering applications of the Hilbert Vibration Decomposition method characterized by high frequency resolution, and provides a comprehensive account of the main applications, covering dynamic testing and extraction of the modal parameters of nonlinear vibration systems including the initial elastic and damping force characteristics."-- Provided by publisher. "The Hilbert transform allows identification of linear and non-linear elastic and damping characteristics including the instantaneous modal parameters and the initial force characteristics under free and forced vibration regimes"-- Provided by publisher Vibration Mathematical models Hilbert transform 0 0 0 0 10000 10000 2019-09-04 438.89 2 TA355 .F45 2011 0000062909 2020-11-16 00:00:00 2020-11-16 1 438.89 2019-09-04 OPEN VIRTUA40 54609 54615 VTLSSORT0080*0200*0201*0400*0900*1000*2450*2600*3000*5040*5200*5201*6500*6501*9991 2