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Foreword; 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.
1.3.7 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.
1.4.4 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.
2.1.1 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.
2.2.1.1 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.
1.3.7 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.
1.4.4 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.
2.1.1 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.
2.2.1.1 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.