000 02292nam a2200277 a 4500
001 vtls000055764
003 KUKTEM
005 20251117150244.0
008 111020t2011 enka f 001 0 eng d
020 _a9780470978276
020 _a0470978279
039 9 _a201206011052
_basmadi
_c201203021512
_dasmadi
_y201110201553
_zirma
040 _aUMP
090 _aTA355 .F45 2011
100 1 _aFeldman, Michael
245 1 0 _aHilbert transform applications in mechanical vibration /
_cMichael Feldman
260 _aChichester, UK. :
_bWiley,
_c2011
300 _axxvii, 292 p. :
_bill. ;
_c24 cm.
504 _aIncludes bibliographical references (p. 275-285) and index
520 _a"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."--
_cProvided by publisher.
520 _a"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"--
_cProvided by publisher
650 0 _aVibration
_xMathematical models
650 0 _aHilbert transform
999 _aVIRTUA40
_c54609
_d54615
999 _aVTLSSORT0080*0200*0201*0400*0900*1000*2450*2600*3000*5040*5200*5201*6500*6501*9991
942 0 0 _02