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  • H? TH?NG ?I?U KHI?N T? XA TRONG ???NG S?T HI?N ??I(現代鐵路遠程控制)

    作者:GS. L?U HI?U QUYêN(編)TS. TR?N V?N H?NG(譯)

    L?I?GI?I?THI?U
    Tháng?11/2001,?Hi?u?tr??ng?Tr??ng???i?h?c?Giao?th?ng?v?n?t?i?(Vi?t?Nam)?và
    Tr??ng???i?h?c?Giao?th?ng?Tay?Nam?(Trung?Qu?c)????ky?v?n?b?n?h?p?tác???u?tiên,
    m??ra?m?t?giai??o?n?h?p?tác?m?i?gi?a?hai?nhà?tr??ng.?K??t???ó???n?nay,?Tr??ng???i
    h?c?Giao?th?ng?v?n?t?i????g?i?hàng?tr?m?sinh?viên,?g?n?m?t?tr?m?th?c?s??và?ti?n?s?
    ??n?h?c?t?p?t?i?Tr??ng???i?h?c?Giao?th?ng?Tay?Nam.?Hai?nhà?tr??ng?c?ng?th??ng
    xuyên?t??ch?c?các??oàn?cán?b?,?gi?ng?viên?sang?trao???i?qua?l?i?l?n?nhau?v??kinh
    nghi?m?qu?n?ly,?chuyên?m?n?h?c?thu?t?và?tham?d??các?h?i?th?o?qu?c?t?.?K??t??n?m
    2009,???u???n?hàng?n?m,?hai?tr??ng?cùng?v?i?tr??ng???i?h?c?MADI?(Liên?bang?Nga)
    xu?t?b?n?t?p?chí?khoa?h?c?chung,?c?ng?b??các?c?ng?trình?khoa?h?c?b?ng?ti?ng?Anh.
    Trên?c??s??m?i?quan?h??t?t???p?gi?a?hai?nhà?tr??ng,?ngày?24/10/2012?t?i?Hà
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    Do?th?i?gian?có?h?n?nên?quá?trình?biên?d?ch,?biên?t?p?cu?n?sách?trên?khó?tránh
    kh?i?nh?ng?thi?u?sót.?Chúng?t?i?mong?nh?n????c?s???óng?góp?y?ki?n?c?a?b?n???c???
    l?n?xu?t?b?n?sau????c?hoàn?thi?n?h?n.?Th??góp?y?xin?g?i?v??Khoa??ào?t?o?Qu?c?t??-
    Tr??ng???i?h?c?Giao?th?ng?v?n?t?i.???a?ch?:?s??03?ph??C?u?Gi?y?-?Ph??ng?Láng
    Th??ng?-?Qu?n???ng??a?-?Hà?N?i?-?Vi?t?Nam.
    Xin?chan?thành?c?m??n!
    TR??NG???I?H?C?GIAO?TH?NG?V?N?T?I?(VI?T?NAM)
    NHà?XU?T?B?N?GIAO?TH?NG?V?N?T?I?(VI?T?NAM)
    NHà?XU?T?B?N?TR??NG???I?H?C?GIAO?TH?NG?T?Y?NAM?(TRUNG?QU?C)

  • 高速鐵路動車餐飲服務(第2版)

    作者:王慧 李丹

    本書是高職職業課教材,在第1版的基礎修改而成,全面介紹了高速鐵路動車餐飲服務的法律法規、動車組餐飲經營方法、動車組餐吧車設備設施、動車組餐飲供應組織以及動車組餐飲服務等基本概念和基礎理論。共有四個項目的內容,主要包括:動車組列車餐飲經營、動車組餐車乘務作業、動車組列車餐飲供應、動車組列車餐飲服務。此次改編,補充了“復興號”動車餐飲服務、動車組餐食制作及配送過程、動車餐飲服務禮儀、重點旅客餐飲服務、動車組列車互聯網訂餐服務等最新內容。本書案例典型,實操技能介紹詳細,具有較強的操作性,既可作為高職高速鐵路客運乘務、鐵道交通運營管理等相關專業教材,亦可作為鐵路職工的培訓教材以及專業人員參考用書。

  • 接觸網設備檢修與維護(第2版)

    作者:張靈芝

    本書是高等職業教育應用型人才培養規劃教材,在《接觸網設備檢修與維護》的基礎上改編而成。此次改編新增了數字資源與習題。全書按從易到難的接觸網工崗位發展主線設置十六個學習情境,共分為兩篇,其中第一篇為接觸網作業基礎知識部分。第二篇為接觸網主要設備檢修與維護部分。本書融入大量實物圖片和案例,有相關資源鏈接和配套的課件、教案和視頻,可讀性強和操作性強極強;同時結合了最新的學術研究成果,體現了接觸網行業發展趨勢。本書除作高校教材外,亦可作為鐵路接觸網工培訓或業務進修用書。

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Book classification
  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。
    ...查看更多
  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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