000			06393cam a2200757 i 4500
001			ocn908554403
003			OCoLC
005			20171024113831.0
006			m o d
007			cr |||||||||||
008			150505s2015 enk ob 001 0 eng
010			_a 2015018024
015			_aGBB6H5552 _2bnb
020			_a9781118535158 _q(epub)
020			_a1118535154 _q(epub)
020			_a9781118535165 _q(pdf)
020			_a1118535162 _q(pdf)
020			_a9781118535141
020			_a1118535146
020			_a111996315X _q(cloth)
020			_a9781119963158 _q(cloth)
020			_z9781119963158 _q(cloth)
029	1		_aGBVCP _b832469556
029	1		_aDEBBG _bBV042989350
029	1		_aDEBSZ _b475044185
029	1		_aDEBBG _bBV043397770
029	1		_aCHVBK _b368815382
029	1		_aCHBIS _b010701976
035			_a(OCoLC)908554403 _z(OCoLC)913797324 _z(OCoLC)934935683 _z(OCoLC)960898644 _z(OCoLC)960901087 _z(OCoLC)960901770 _z(OCoLC)965415418 _z(OCoLC)965422583 _z(OCoLC)965429729
037			_a9781118535158 _bWiley
040			_aDLC _beng _erda _epn _cDLC _dN$T _dDG1 _dEBLCP _dYDXCP _dCOO _dIDEBK _dOCLCQ _dDEBBG _dOCLCF _dDEBSZ _dYDX _dKSU _dRECBK _dNLE
042			_apcc
049			_aMAIN
050	0	0	_aTA654.15
072		7	_aTEC _x009020 _2bisacsh
082	0	0	_a624.1/71 _223
100	1		_aBrincker, Rune.
245	1	0	_aIntroduction to operational modal analysis / _cRune Brincker, Rbrincker Holding ApS., Denmark, Carlos Ventura, University of British Columbia, Canada. _h[electronic resource]
264		1	_aChichester, West Sussex : _bJohn Wiley and Sons, Inc., _c2015.
300			_a1 online resource.
336			_atext _btxt _2rdacontent
337			_acomputer _bc _2rdamedia
338			_aonline resource _bcr _2rdacarrier
504			_aIncludes bibliographical references and index.
505	0		_aCover; Title Page; Copyright; Contents; Preface; Chapter 1 Introduction; 1.1 Why Conduct Vibration Test of Structures?; 1.2 Techniques Available for Vibration Testing of Structures; 1.3 Forced Vibration Testing Methods; 1.4 Vibration Testing of Civil Engineering Structures; 1.5 Parameter Estimation Techniques; 1.6 Brief History of OMA; 1.7 Modal Parameter Estimation Techniques; 1.8 Perceived Limitations of OMA; 1.9 Operating Deflection Shapes; 1.10 Practical Considerations of OMA; 1.11 About the Book Structure; References; Chapter 2 Random Variables and Signals; 2.1 Probability.
505	8		_a2.1.1 Density Function and Expectation2.1.2 Estimation by Time Averaging; 2.1.3 Joint Distributions; 2.2 Correlation; 2.2.1 Concept of Correlation; 2.2.2 Autocorrelation; 2.2.3 Cross Correlation; 2.2.4 Properties of Correlation Functions; 2.3 The Gaussian Distribution; 2.3.1 Density Function; 2.3.2 The Central Limit Theorem; 2.3.3 Conditional Mean and Correlation; References; Chapter 3 Matrices and Regression; 3.1 Vector and Matrix Notation; 3.2 Vector and Matrix Algebra; 3.2.1 Vectors and Inner Products; 3.2.2 Matrices and Outer Products; 3.2.3 Eigenvalue Decomposition.
505	8		_a3.2.4 Singular Value Decomposition3.2.5 Block Matrices; 3.2.6 Scalar Matrix Measures; 3.2.7 Vector and Matrix Calculus; 3.3 Least Squares Regression; 3.3.1 Linear Least Squares; 3.3.2 Bias, Weighting and Covariance; References; Chapter 4 Transforms; 4.1 Continuous Time Fourier Transforms; 4.1.1 Real Fourier Series; 4.1.2 Complex Fourier Series; 4.1.3 The Fourier Integral; 4.2 Discrete Time Fourier Transforms; 4.2.1 Discrete Time Representation; 4.2.2 The Sampling Theorem; 4.3 The Laplace Transform; 4.3.1 The Laplace Transform as a generalization of the Fourier Transform.
505	8		_a4.3.2 Laplace Transform Properties4.3.3 Some Laplace Transforms; 4.4 The Z-Transform; 4.4.1 The Z-Transform as a generalization of the Fourier Series; 4.4.2 Z-Transform Properties; 4.4.3 Some Z-Transforms; 4.4.4 Difference Equations and Transfer Function; 4.4.5 Poles and Zeros; References; Chapter 5 Classical Dynamics; 5.1 Single Degree of Freedom System; 5.1.1 Basic Equation; 5.1.2 Free Decays; 5.1.3 Impulse Response Function; 5.1.4 Transfer Function; 5.1.5 Frequency Response Function; 5.2 Multiple Degree of Freedom Systems; 5.2.1 Free Responses for Undamped Systems.
505	8		_a5.2.2 Free Responses for Proportional Damping5.2.3 General Solutions for Proportional Damping; 5.2.4 Transfer Function and FRF Matrix for Proportional Damping; 5.2.5 General Damping; 5.3 Special Topics; 5.3.1 Structural Modification Theory; 5.3.2 Sensitivity Equations; 5.3.3 Closely Spaced Modes; 5.3.4 Model Reduction (SEREP); 5.3.5 Discrete Time Representations; 5.3.6 Simulation of OMA Responses; References; Chapter 6 Random Vibrations; 6.1 General Inputs; 6.1.1 Linear Systems; 6.1.2 Spectral Density; 6.1.3 SISO Fundamental Theorem; 6.1.4 MIMO Fundamental Theorem; 6.2 White Noise Inputs.
506			_aOwing to Legal Deposit regulations this resource may only be accessed from within National Library of Scotland. For more information contact enquiries@nls.uk. _5StEdNL
520			_aComprehensively covers the basic principles and practice of Operational Modal Analysis (OMA). Covers all important aspects that are needed to understand why OMA is a practical tool for modal testingCovers advanced topics, including closely spaced modes, mode shape scaling, mode shape expansion and estimation of stress and strain in operational responsesDiscusses practical applications of Operational Modal AnalysisIncludes examples supported by MATLAB® applicationsAccompanied by a website hosting a MATLAB® toolbox for Operational Modal Analysis.
588	0		_aPrint version record and CIP data provided by publisher.
650		0	_aModal analysis.
650		0	_aStructural analysis (Engineering)
650		4	_aEngineering.
650		4	_aModal analysis.
650		4	_aStructural analysis (Engineering)
650		7	_aTECHNOLOGY & ENGINEERING _xCivil _xGeneral. _2bisacsh
650		7	_aModal analysis. _2fast _0(OCoLC)fst01024347
650		7	_aStructural analysis (Engineering) _2fast _0(OCoLC)fst01135602
655		4	_aElectronic books.
700	1		_aVentura, Carlos.
776	0	8	_iPrint version: _aBrincker, Rune. _tIntroduction to operational modal analysis. _dChichester, West Sussex : John Wiley and Sons, Inc., 2015 _z9781119963158 _w(DLC) 2015016355
856	4	0	_uhttp://onlinelibrary.wiley.com/book/10.1002/9781118535141 _zWiley Online Library
942			_2ddc _cBK
999			_c208026 _d208026