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标准编号 标准名称 发布日期 实施日期 废止日期 替换信息
UIC D128 DT 58:1976 Considerations Concernant Le Depouillement Des Resultats De Mesures Extensometriques Sur Des Ponts Metalliques, Par M. L'ing. Halchini (cfr)
UIC D130 RP 7:1978 Tests On Large I-beams At Low Stresses
UIC D130 RP 4:1976 Fatigue Testing Of Box Beam Slices
UIC D130 RP 3:1976 Fatigue Tests On Small I-beams 300 X 230 Mm
UIC D130 DT 71:1979 The Statistical Analysis Of Fatigue Test Results, By Mr. J.e. Spindel, Br Board, London And Mr. E. Haibach, Laboratorium Fuer Betriebsfestigkeit, Darmstadt
UIC D130 RP 2:1975 Tests Of Box Girders
UIC D141 RP 5:1982 Study Of The Technical And Economical Consequences Of Increasing The Axle- Load From 20 To 22 T
UIC D130 DT 70:1978 Standardized Evaluation Fatigue Strength Data For Welded Joints Of Structural Steel, By Strength Testing Laboratory, Darmstadt By Dr.-ing. E. Haibach, Dipl.-ing. R. Olivier
UIC D141 RP 4:1982 Tests On The Velim Circular Test Track With 20 T Axle-load
UIC D141 DT 146:1983 Etude De L'usure Des Rails Sur Le Circuit De Velim Au Cours Des Essais Du Comite D 141, Etabli Par La Sncf
UIC D130 RP 9:1978 Graphical And Analytical Evaluation Of Fatigue Strength Data For Welded Connections
UIC D130 RP 8:1979 Tests With Small I-beams With A Low Stress Load Spectrum
UIC D141 DT 120:1980 Effect On The Track Of Raising The Axle Load From 20 T To 22 T, By Pkp
UIC D141 RP 3:1980 Tests On The Velim Circular Test Track With 22 T Axle-load
UIC D128 RP 8:1978 Random Loading Of Railway Bridges And Its Relationship To Fatigue
UIC D141 RP 2:1979 Simulation Tests Involving The Loading Of A Track Panel With Different Vertical Loads
UIC D141 DT 119:1981 Axle Loading - Effect On Track Settlement, By Br
UIC D141 RP 1:1979 Statistical Study Of The Development Of Fatigue Defects As A Function Of The Mean Axle-load
UIC D128 RP 7:1977 Moment Range Spectra In Railway Bridges, Derived From The Statistical Traffic Spectrum
UIC D117 RP 19:1982 Investigation Into The Service Reliability Of Tampers And Ballast Cleaners
UIC D117 RP 2:1973 Study Of The Change In The Track Level As A Function Of The Traffic And Of The Track Components. (first Results Of Laboratory And Site Tests)
UIC D141 DT 147:1982 Influence Sur La Voie De L'augmentation De 20 A 22 T De La Masse Par Essieu; Essais Sur Le Circuit De Velim (csd) A 22 Et 20 T Par Essieu La Degradation De La Qualite De La Geometrie De La Voie
UIC D101 RP 28:1985 Interactions Between Track And Structure Due To The Influence Of Temperature In The Case Of Continuous Welded Rails: Synthesis Report
UIC D117 RP 18:1982 The Behaviour Of Track Bed Structures Under Repeated Loading (first Phase - Vienna Arsenal Tests)
UIC D144 RP 1:1976 Provisional Tolerances For The Ore 71 Rail - Programme Of Measurements
UIC D117 DT 29:1976 Theoretical Transfer Functions Of Some Maintenance Machines By Mr. C. Esveld
UIC D144 RP 2:1977 Proposal For A New Text For Technical Specification Uic 860 (final Report)
UIC D117 DT 44:1976 Einfluss Verschiedener Massnahmen Auf Den Querverschiebewiderstand Des Un- Belasteten Gleises, Von Hh. Hofmann Und Pfarrer Unter Mitarbeit Der Nach- Stehenden Verwaltungen: Sncf-db-br-sj- Csd-pkp-ns-sbb
UIC D147 RP 1:1978 Preliminary Study Concerning The Existing Automatic Marshalling Yards
UIC D147 RP 2:1979 Evaluation Of Existing Solution For Permitting Very Long Wagons To Be Hump Shunted With Automatic Control
UIC D128 RP 6:1977 Estimate Of The Life Of Steel Railway Bridges With Given Traffic
UIC D117 DT 32:1975 The Experimental Determination Of The Axial And Lateral Track-ballast Resistance, By Dr.-ing. P. Dogneton
UIC D101 RP 27:1984 Measurement Of The Thermal Effects In The Interaction Between Continuous Welded Rails And Superstructure In The Case Of A Cff Two-span Steel Structure With An Expansion Length Of 110 M, Non-ballasted Track And Long Welded Rails (bridges Across The Aare Near Bruegg)
UIC D101 RP 26:1984 Thermal Phenomena In The Interaction Between Cwr And Bridges In The Case Of A Steel Cff Bridge With Three Spans, An Expansion Length Of 56 M, Non Ballasted Track And Cwr (bridge Across The Emmen Near Luterbach)
UIC D130 DT 75:1979 Evaluation Of Strain Measurements From Tests With Beams For Ore Question D 130 By Dr. Ing. E. Haibach, Ing. Grad U. Wendt, Laboratorium Fuer Betriebsfestigkeit, Darmstadt And Mr. J. Davies, Research And Development Division, British Railways Board, Derby
UIC D117 DT 26:1973 Etude De L'evolution De La Qualite Geometrique De La Voie En Fonction Du Trafic Supporte - Descriptions D'essais Et Methodologies, Par Mm. Prof. Birmann, Dr Shenton, Dr Hlasny, Janin Et Dr Ing. Dogneton
UIC D123 RP 8:1976 Statically Determinate Deck Test Under Dynamic And Static Loads
UIC D123 RP 9:1977 Dynamic Tests On Experimental Decks D 2 And D 3
UIC D130 RP 1:1974 Fatigue Of Large Butt Welds On Bridges
UIC D117 RP 20:1981 The Effectiveness Of Dynamic Track Stabilization Using The Dts
UIC D121 RP 1:1974 Diverging Turnouts For Speeds Of 100 To 200 Km/h And Above - General Design - Experience Acquired By Certain Administrations
UIC D121 RP 3:1978 Tests On Existing Turnouts Or Those Especially Designed At The Proposals Of The D 121 Specialists Committee - Supplementary Conclusions
UIC C926 SP 2:1999 Renvib 2 Task 2: State Of The Art Review Empirical Prediction Methods
UIC D117 RP 5:1974 Verformung Des Schotters Unter Wiederholter Belastung (triaxiale Versuche)
UIC C926 SP 5:1999 Renvib 2 Task 5: State Of The Art Review Mitigation Measures For Surface Railways
UIC D101 DT 98:1979 Efforts Dus Aux Reactions Horizontales Dans Les Appuis De Ponts Par Suite D'efforts De Freinage Ou De Demarrage, Par M. L'ing. Dipl. F. Bijl, Ns Dans Le Cadre Des Activites Du Comite D'experts Pour La Question Ore D 101
UIC C9 RP 5:1962 Measurements Made With Rail Vehicles During 1961 To Assess The Clearance Gauge Allowing For Rolling Movements Of The Vehicles
UIC D117 DT 42:1976 Synthese-bericht Von Versuchen Ueber Das Rheologische Verhalten Des Gleises (ore D 117 Bericht 4 Und 6), Von Hh. Birmann, Montagne, Lyon, Shenton, Esveld Und Towpik
UIC D128 RP 2:1974 Report Of Enquiry Concerning The Rolling Stock And Bridges
UIC D128 RP 9:1979 Measurements Of Axle-loads Due To Service Loading And The Resulting Stresses In Railway Bridges

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