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  1. 本書是與愛思唯爾科技出版公司合作出版的英文版圖書。書中系統闡述了高速鐵路空間線形參數動力學分析理論和方法,揭示了高速鐵路車-線系統動力學性能與線路參數之間的相互作用機理,探明了軌道結構和軌道幾何形位對車-線動力學性能的影響規律,建立了車-線動力學性能與曲線動力特征參數之間的關系模型,給出了曲線路段車體橫向加速度與線路參數之間的計算關系,闡述了基于最佳車-線動力學性能的高速鐵路線路參數設計方法。該方法很好地解決了高速鐵路選線設計中曲線參數選擇的難題。
    本書是我社“走出去”項目“中國高鐵出版工程”之一。
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  1. CHAPTER?1?Introduction?1
    1.1?Target?Speed?for?High-Speed?Railway?2
    1.1.1?The?Principle?of?Determining?Target?Speed?for?High-Speed?Railway??2
    1.1.2?The?Influence?Factor?of?Target?Speed?for?High-Speed?Railways?4
    1.2?The?Background?and?Overview?of?High-Speed?Rail?Curve?Parameters?14
    1.2.1?Background?14
    1.2.2?Research?Situation?17
    1.3?Principle?of?Minimum?Curve?Radius?Based?on?Optimal?Dynamics?Performance?21
    CHAPTER?2?Models?for?VehicleeTrack?Dynamic?Simulation?on?Horizontal?Curve?Sections?of?High-Speed?Railways?25
    2.1?Alignment?Models?26
    2.1.1?The?Line?Space?Coordinate?System??26
    2.1.2?Line?Space?Linear?Model?27
    2.2?Vehicle?Models?28
    2.2.1?Vehicle?System?Dynamics?Model?to?Simplify?Topology?.?28
    2.2.2?The?Equations?of?Vehicle?Motion?29
    2.3?Track?Structure?Models?39
    2.3.1?Ballasted?Track?Structure?Model?and?Dynamic?Equations?40
    2.3.2?The?Structure?Models?and?Dynamic?Equations?of?the?Slab?Track?44
    2.4?WheeleRail?Three-Dimensional?Dynamically?Coupling?Model?48
    2.4.1?Geometric?Parameters?of?the?WheeleRail?Spatial?Contact?48
    2.4.2?Contact?Force??56
    2.5?Track?Irregularity?Excitation?Model?57
    2.5.1?Geometrical?Irregularity?of?the?Track?58
    2.5.2?The?Model?of?Random?Irregularity?of?the?Track??60
    2.6?Solution?Method?for?the?VehicleeTrack?Coupling?Model?63
    2.6.1?Numerical?Integration?Method?63
    2.6.2?WheeleRail?Excitation?Input?Model?64
    2.6.3?Data?Storage?Format?65
    2.6.4?Flowchart?of?the?System?67
    2.6.5?Program?Verification?68
    CHAPTER?3?The?Effect?Law?of?the?Curve?Parameters?of?a?High-Speed?Railway?on?VehicleeLine?Dynamic?Performance?73
    3.1?The?Calculation?Parameters?of?the?Curve?and?the?Dynamic?Performance?Evaluation?Index?of?the?VehicleeLine?System?74
    3.1.1?The?Calculation?Parameters?and?Calculation?Conditions?74
    3.1.2?Evaluation?Index?of?the?Dynamic?Performance?of?the?Vehicle?System??76
    3.2?The?Influence?Law?of?Curve?Negotiation?Speed?on?the?VehicleeTrack?System?Dynamic?Characteristics?81
    3.2.1?The?Simulation?Calculation?Results??81
    3.2.2?The?Influence?Law?of?Curve?Negotiation?Speed?on?the?VehicleeTrack?System?Dynamic?Characteristics??84
    3.3?The?Influence?Law?of?Curve?Radius?on?the?VehicleeTrack?System?Dynamic?Characteristics?88
    3.3.1?The?Simulation?Calculation?Results??88
    3.3.2?The?Influence?Law?of?Curve?Radius?on?the?VehicleeTrack?System?Dynamic?Characteristics??92
    3.4?The?Influence?Law?of?the?Actual?Elevation?of?the?Curve?on?the?VehicleeTrack?System?Dynamic?Characteristics?95
    3.4.1?The?Simulation?Calculation?Results??95
    3.4.2?The?Influence?Law?of?the?Actual?Elevation?of?Curve?on?the?VehicleeTrack?System?Dynamic
    Characteristics??97
    3.5?The?Influence?Law?of?the?Unbalanced?Superelevation?on?the?VehicleeTrack?System?Dynamic?Characteristics?98
    3.5.1?The?Analysis?of?the?Influence?of?the?Form?of?Unbalanced?Superelevation?on?the?VehicleeTrack
    Dynamic?Characteristics??99
    3.5.2?The?Influence?Law?of?Unbalanced?Superelevation?on?the?VehicleeTrack?Dynamic?Characteristics?105
    CHAPTER?4?Dynamic?Analysis?of?High-Speed?Railway?Curves:Theory?and?Practice.?109
    4.1?The?VehicleeTrack?Dynamic?Characteristics?and?the?Relationship?Model?of?Curve?Parameter?on?High-Speed?Railway??109
    4.1.1?The?Law?of?the?Influence?of?the?Track?Structure?State?on?the?VehicleeTrack?Dynamic?Characteristics?109
    4.1.2?The?Relationship?Between?the?Deficient?Superelevation?and?Lateral?Acceleration?of?Vehicle?Body?119
    CHAPTER?5?The?High-Speed?Railway?Comfort?Degree:?Experiment?of?Passenger?in?Curve?121
    5.1?Theory?and?Method??121
    5.1.1?Experiment?Theory?121
    5.1.2?Implementation?Method?for?Test??122
    5.2?Case?Studies?of?Passenger?Comfort?Test?on?Curves??125
    5.2.1?Guang-Shen?Test?125
    5.2.2?SuiningeChongqing?Test?136
    5.2.3?Research?on?WuhaneGuangzhou?Railway?146
    5.2.4?Research?on?BeijingeShanghai?High-Speed?Railway?149
    CHAPTER?6?Calculation?Method?for?Minimum?Curve?Radius?of?High-Speed?Railways??153
    6.1?Principle?of?Calculation?of?Minimum?Curve?Radius?of?High-Speed?Railways??154
    6.1.1?Calculation?Formula?of?Traditional?Theory?154
    6.1.2?Modified?Method?of?Traditional?Theory?Formula?156
    6.1.3?Calculation?Method?for?Minimum?Curve?Radius?Based?on?the?Best?VehicleeLine?Dynamic?Performance?159
    6.2?Method?to?Determine?Allowable?Actual?Superelevation?of?External?Rails?on?a?Curve??160
    6.2.1?The?Maximum?Allowed?Superelevation?Determined?by?Safety?Conditions?160
    6.2.2?The?Maximum?Allowed?Superelevation?Determined?by?Comfort?161
    6.2.3?Engineering?Application?Practice?at?Home?and?Abroad?161
    6.2.4?VehicleeLine?Dynamic?Simulation?Analysis?162
    6.2.5?Suggestions?on?Allowable?Value?of?Superelevation?163
    6.3?Determination?Method?of?Deficient?Superelevation??165
    6.3.1?The?Test?of?the?Ride?Comfort?of?Passengers?165
    6.3.2?VehicleeTrack?Dynamic?Simulation?Analysis?168
    6.3.3?Foreign?Engineering?Practice?170
    6.3.4?The?Suggestions?for?Allowable?Value?of?Deficient?Superelevation?174
    6.4?The?Method?for?Determining?the?Allowable?Value?of?the?Surplus?Superelevation??175
    6.4.1?Passenger?Ride?Comfort?Test?176
    6.4.2?Related?Research?Results?177
    6.4.3?The?Surplus?Superelevation’s?Impact?on?Rail?Wear?177
    6.4.4?Analysis?of?VehicleeTrack?Dynamics?Simulation?179
    6.4.5?Suggestions?for?the?Allowed?Surplus?Superelevation?Value?179
    6.5?Minimum?Curve?Radius?Calculation?Method?for?High-Speed?Railway?Based?on?Dynamic?Analysis?180
    6.5.1?High-Speed?Railway?Speed?Matching?Mode?180
    6.5.2?Calculation?and?Analysis?of?the?Minimum?Curve?Radius?182
    6.5.3?Minimum?Curve?Radius?of?High-Speed?Railways?in?Foreign?Countries?185
    6.5.4?Recommended?Value?of?the?Minimum?Curve?Radius?186
    6.6?Calculation?Method?for?Maximum?Curve?Radius?of?High-Speed?Railways?186
    6.6.1?Maximum?Curve?Radius?Limited?to?Accuracy?of?Setting?Out?186
    6.6.2?The?Maximum?Curve?Radius?Adapted?to?the?Accuracy?of?Track?Geometric?State?Detection?190
    6.6.3?TraineLine?Dynamic?Simulation?Analysis?193
    6.6.4?The?Maximum?Curve?Radius?of?the?High-Speed?Test?Lines?in?Foreign?Countries?195
    6.6.5?Recommended?Value?of?the?Maximum?Curve?Radius?196
    Appendix??196
    CHAPTER?7?The?Length?of?the?Transition?Curve?201
    7.1?The?Easement?Curve?Length?Calculation?Principle?203
    7.1.1?Easement?Curve?Length?Should?Meet?Ultrahigh?Time-Varying?Rate?While?Not?Making?Passengers?Uncomfortable?203
    7.1.2?Easement?Curve?Length?of?Deficient?Time-Varying?Superelevation?Rate?204
    7.1.3?Easement?Curve?Length?Should?Meet?the?Condition?That?Ultrahigh?Slopes?Cannot?Cause?Wheels?to?Derail?(Vehicle?Derailment?Safety)??204
    7.1.4?Minimum?Easement?Curve?Length?Calculation??205
    7.2?Transition?Curve?Ultrahigh?Time-Varying?Rate?Allowable?Value?205
    7.2.1?The?Largest?Ultrahigh?Time-Varying?Rate?Permitted?by?Comfort?Test??205
    7.2.2?Car-Line?Dynamics?Simulation?Analysis?206
    7.2.3?Domestic?and?International?Related?Research?and?Engineering?Practice??208
    7.2.4?Proposal?Allowing?the?Value?of?Ultrahigh?Time-Varying?Rate?208
    7.3?Maximum?Deficient?Superelevation?Time-Varying?Rate?b?Allowed?Value??210
    7.3.1?Experiment?to?Determine?Comfort?of?Maximum?Ultrahigh?Time-Varying?Rate??210
    7.3.2?Car-Line?Dynamics?Simulation?Analysis?211
    7.3.3?Related?Research?and?Engineering?Practice?at?Home?and?Abroad?212
    7.3.4?Suggestions?About?Ultrahigh?Time-Varying?Rate?Value?214
    7.4?Maximum?Allowable?Value?of?Ultrahigh?Slope?i0.??215
    7.4.1?Traffic?Safety?Allowable?Ultrahigh?Slope?215
    7.4.2?Ultrahigh?Slopes?as?Determined?by?Passenger?Comfort?216
    7.4.3?Overseas?Related?Research?and?Engineering?Practices?216
    7.4.4?Research?and?Engineering?Practice?in?China??217
    7.4.5?Ultrahigh?Slope?Allowable?Value?Suggestion?217
    7.5?Minimum?Transition?Curve?Length?Calculation??217
    7.6?Three?Parabolic?Easement?Curve?Error?Analysis?and?Correction?Method??218
    7.6.1?Error?of?the?Approximate?Formula?of?the?Easement?Curve?218
    7.6.2?Modified?Three?Parabolic?222
    CHAPTER?8?The?Minimum?Length?of?the?Intermediate?Straight?Line?and?Circular?Curve?225
    8.1?Calculation?Principles?of?the?Minimum?Length?of?the?Intermediate?Straight?Line?and?Circular?Curve?225
    8.1.1?Ensuring?the?Line?Maintenance?Requirements??225
    8.1.2?Vehicle?Lateral?Swing?Does?Not?Affect?the?Smooth?Running?of?the?Train??226
    8.1.3?The?Vibration?of?Vehicle?Does?Not?Affect?the?Comfort?of?Passengers?226
    8.2?The?Minimum?Length?of?Intermediate?Straight?Line?and?Circular?Curve?at?Home?and?Abroad?227
    8.3?Vehicle?Line?Dynamics?Simulation?Analysis??230
    8.4?The?Recommended?Values?of?Minimum?Length?of?the?Intermediate?Straight?Line?and?Intermediate?Circular?Curve??231
    CHAPTER?9?The?Radius?of?Vertical?Curve??233
    9.1?The?Minimum?Radius?of?Vertical?Curve?Required?by?Passenger?Comfort?Condition??233
    9.1.1?Calculation?Principles??233
    9.1.2?The?Values?of?Vertical?Centrifugal?Acceleration?Limit??234
    9.1.3?Vehicle?Line?Dynamics?Simulation?Analysis???235
    9.1.4?The?Radius?of?Vertical?Curve?of?Passenger?Comfort?Requirement???237
    9.2?The?Minimum?Radius?of?Vertical?Curve?of?Running?Safety?Requirements??241
    9.3?The?Maintenance?Conditions??243
    9.4?The?Standards?of?Minimum?Radius?of?Vertical?Curve?243
    CHAPTER?10?The?Maximum?Gradient?245
    10.1?The?Maximum?Calculated?Gradient??246
    10.1.1?Calculation?Model?of?Maximum?Gradient?of?Design?Line??246
    10.1.2?The?Maximum?Calculated?Gradient?of?the?Tunnel?Section??247
    10.1.3?Calculation?and?Analysis?of?Maximum?Calculated?Gradient??253
    10.1.4?Calculation?and?Analysis?of?Additional?Air?Resistance?in?Tunnel??258
    10.1.5?The?Maximum?Calculated?Grade?Value?of?Passenger?Dedicated?Line?269
    10.2?Influence?of?Engineering?Economic?Conditions?on?Maximum?Gradient??270
    10.2.1?The?Impact?on?the?Number?of?Projects??270
    10.2.2?Impact?on?Operating?Expenses??271
    10.3?The?Application?of?the?Maximum?Gradient?at?Home?and?Abroad??271
    10.3.1?The?Application?of?the?Maximum?Gradient?Abroad??271
    10.3.2?Application?of?Maximum?Gradient?in?China??272
    10.4?Principle?of?Maximum?Gradient?274
    CHAPTER?11?The?Minimum?Length?of?Grade?Section?275
    11.1?The?Minimum?Length?of?Grade?Section?Required?for?the?Longitudinal?Force?Condition?of?the?Coupler??275
    11.2?The?Minimum?Length?of?Grade?Section?That?Meets?the?Requirement?of?the?Stable?Operation?of?the?Train??278
    11.2.1?The?Calculation?Principle??278
    11.2.2?The?Simulation?of?Vehicle?Vibration?Decay?Time?281
    11.2.3?Domestic?and?International?Research?and?Engineering?Practice??281
    11.2.4?The?Minimum?Length?of?Grade?Section?to?Ensure?That?the?Vehicle?Vibration?Does?Not?Overlap??282
    11.3?The?Length?of?Grade?Section?of?the?Passenger?Trains?Meets?the?Requirement?When?the?Train?Crosses?Two?Knick?Points?at?Different?Times???284
    11.4?The?Effect?of?the?Minimum?Length?of?Grade?Section?on?the?Economy?of?the?Passenger-Dedicated?Line??284
    11.5?The?Value?of?the?Minimum?Length?of?Grade?Section?285
    11.6?The?Limitation?of?the?Maximum?Length?of?Grade?Section??286
    11.6.1?Foreign?Research?and?Engineering?Practice??286
    11.6.2?The?Simulation?Analysis?of?the?Length?of?Gradient?Section??286
    11.6.3?Requirements?of?the?Maximum?Length?of?Gradient?Section?of?the?Maximum?Slope?287
    CHAPTER?12?Overview?of?Design?Method?and?Standard?Proposed?Values?of?Main?Technical?Parameters?for?Spatial?Line?Shape?of?High-Speed
    Railway???289
    12.1?The?Minimum?Curve?Radius?Standard?and?Its?Parameter?Value??289
    12.2?The?Minimum?Transition?Curve?Length?Standard?and?Its?Parameter?Value???292
    12.3?The?Minimum?Recommended?Value?of?the?Length?of?the?Intermediate?Straight?Line?and?the?Circular?Curve??293
    12.4?The?Standard?of?the?Minimum?Vertical?Curve?Radius??293
    12.5?The?Design?Principles?for?Maximum?Design?Slope?294
    12.6?Design?Principles?of?Minimum?Length?of?Grade?Section??295
    Bibliography???297
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  2. 易思蓉,西南交通大學土木工程學院教授,博士生導師;國家級教學名師,鐵道工程課群組國家級教學團隊帶頭人,四川省學術與技術帶頭人。長期從事鐵路選線設計理論、線路勘測設計

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