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| 008 | 161003s2016 si a ob 001 0 eng d | ||
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_aeng _hchi |
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| 050 | 4 |
_aTF1450 _b.L459 2016 EB |
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| 100 | 1 |
_aLei, Xiaoyan, _eautor |
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| 240 | 1 | 0 |
_aTie lu gui dao jie gou shu zhi fen xi fang fa _lEnglish |
| 245 | 1 | 0 |
_aHigh speed railway track dynamics : _bmodels, algorithms and applications _cXiaoyan Lei. |
| 264 | 1 |
_aSingapore _bSpringer _c[2017] |
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| 300 |
_a1 recurso en línea _bilustraciones |
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| 336 |
_aTexto _btxt _2rdacontent |
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| 337 |
_aelectrónico _bc _2rdamedia |
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| 338 |
_arecurso electrónico _bcr _2rdacarrier |
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| 500 |
_aSpringerLink _bSpringer Engineering eBooks 2017 English+International |
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| 504 | _aIncluye referencias bibliográficas e índice | ||
| 505 | 0 | _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. | |
| 505 | 8 | _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-Speed€Railway; 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. | |
| 505 | 8 | _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 Ground€Surface Wave€and Strong Track Vibration Induced by High-Speed Train. | |
| 505 | 8 | _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. | |
| 505 | 8 | _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 Transform€Method for Dynamic Analysis of€the Track Structure; 3.1 Model of Single-Layer Continuous Elastic Beam for€the 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. | |
| 650 | 7 |
_aFerrocarriles de alta velocidad _2embne _0(OCoLC)fst00956374 _0 _9142181 |
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| 856 | 4 | 0 |
_uhttps://go.openathens.net/redirector/universidadeuropea.es?url=http://link.springer.com/10.1007/978-981-10-2039-1 _zAcceso a este recurso digital (usuarios Universidad Europea de Madrid) |
| 988 | _aEBOOK, asignarmaterias, EBSPRINGER_2017A | ||
| 998 |
_b02/2018 _dz _e- _zSI |
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_c94649 _d94649 _x1 |
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