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000777364 1001_ $$aLei, Xiaoyan,$$eauthor.
000777364 24010 $$aTie lu gui dao jie gou shu zhi fen xi fang fa.$$lEnglish
000777364 24510 $$aHigh speed railway track dynamics :$$bmodels, algorithms and applications /$$cXiaoyan Lei.
000777364 264_1 $$aSingapore :$$bSpringer,$$c[2017]
000777364 300__ $$a1 online resource :$$billustrations
000777364 336__ $$atext$$btxt$$2rdacontent
000777364 337__ $$acomputer$$bc$$2rdamedia
000777364 338__ $$aonline resource$$bcr$$2rdacarrier
000777364 504__ $$aIncludes bibliographical references and index.
000777364 5050_ $$aForeword; Preface; About the Book; Contents; About the Author; 1 Track Dynamics Research Contents and Related Standards; 1.1 A Review of Track Dynamics Research; 1.2 Track Dynamics Research Contents; 1.3 Limits for Safety and Riding Quality and Railway Environmental Standards; 1.3.1 Safety Limit for Regular Trains; 1.3.2 Riding Quality Limits for Regular Trains; 1.3.3 Safety and Riding Quality Limit for Rising Speed Trains; 1.3.4 Railway Noise Standards in China; 1.3.5 Railway Noise Standards in Foreign Countries; 1.3.6 Noise Limit for Railway Locomotives and Passenger Trains in China.
000777364 5058_ $$a1.3.7 Environmental Vibration Standards in China's Urban Areas1.3.7.1 Vertical Vibration Level Z; 1.3.7.2 Calculation of Vertical Vibration Level Z; 1.3.8 Limit for Building Vibration Caused by Urban Mass Transit; 1.4 Standards of Track Maintenance for High-Speed Railway; 1.4.1 Standards of Track Maintenance for French High-SpeedßRailway; 1.4.2 Standards of Track Maintenance and Management for Japanese Shinkansen High-Speed Railway; 1.4.3 Standards of Track Maintenance and Management for German High-Speed Railway.
000777364 5058_ $$a1.4.4 Standards of Track Maintenance and Management for British High-Speed Railway1.4.5 The Measuring Standards of Track Geometry for Korean High-Speed Railway (Dynamic); 1.4.6 Standards of Track Maintenance for Chinese High-Speed Railway; 1.4.7 The Dominant Frequency Range and Sensitive Wavelength of European High-Speed Train and Track Coupling System; 1.5 Vibration Standards of Historic Building Structures; References; 2 Analytic Method for Dynamic Analysis of the Track Structure; 2.1 Studies of GroundßSurface Waveßand Strong Track Vibration Induced by High-Speed Train.
000777364 5058_ $$a2.1.1 The Continuous Elastic Beam Model of Track Structure2.1.2 Track Equivalent Stiffness and Track Foundation Elasticity Modulus; 2.1.3 Track Critical Velocity; 2.1.4 Analysis of Strong Track Vibration; 2.1.4.1 Analysis of Strong Track Vibration Under a Moving Wheelset Load; 2.1.4.2 Analysis of Strong Track Vibration Induced by a High-Speed Train; 2.2 Effects of Track Stiffness Abrupt Change on Track Vibration; 2.2.1 Track Vibration Model in Consideration of Track Irregularity and Stiffness Abrupt Change Under Moving Loads.
000777364 5058_ $$a2.2.1.1 Effects of Track Irregularity and Track Stiffness Abrupt Change on Track Vibration2.2.1.2 Analysis of Track Vibration Under a Moving Wheelset Load; 2.2.1.3 Analysis of Track Vibration Induced by a High-Speed Train; 2.2.2 The Reasonable Distribution of the Track Stiffness in Transition; References; 3 Fourier TransformßMethod for Dynamic Analysis ofßthe Track Structure; 3.1 Model of Single-Layer Continuous Elastic Beam forßthe Track Structure; 3.1.1 Fourier Transform; 3.1.2 Inverse Discrete Fourier Transform; 3.1.3 Definition of Inverse Discrete Fourier Transform in MATLAB.
000777364 506__ $$aAccess limited to authorized users.
000777364 588__ $$aDescription based on print  version record.
000777364 650_0 $$aHigh speed trains$$xDynamics.
000777364 650_0 $$aRailroad tracks$$xDynamics.
000777364 77608 $$iPrint version:$$tHigh Speed Railway Track Dynamics.$$d[Place of publication not identified] : Springer Verlag 2016$$z9789811020377$$w(OCoLC)952981606
000777364 852__ $$bebk
000777364 85640 $$3SpringerLink$$uhttps://univsouthin.idm.oclc.org/login?url=http://link.springer.com/10.1007/978-981-10-2039-1$$zOnline Access$$91397441.1
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