(清空日期可显示全部记录)
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 D202 DT 360:1999 | Lateral Resistance Tests | ||||
UIC D214 RP 4:1999 | Train-bridge Interaction | ||||
UIC D202 RP 6:1999 | Interaction Between Welded Turnouts And Adjoining Cwr Track Zones Turn Program And Analysis Of Factors That Influence Turnout Response Under A Thermal Load | ||||
UIC D202 RP 8:1999 | Long-term Investigations Of Cwr - Track Behaviour (prepared On The Basis Of Pkp, Mav Und Der Tu Krakow Research) | ||||
UIC D202 DT 361:1998 | Measurement Of Lateral Resistance Characteristics For Ballasted Track | ||||
UIC D23 RP 9:1964 | Single Track Prestressed Concrete Bridges | ||||
UIC D23 RP 5:1962 | Steel Lattice Bridges With Single Tracks Through Type, Track Laid On Springer, Without Ballast | ||||
UIC D23 RP 2:1959 | Directives For The Carrying Out Of Tests On Bridges For The Determination Of Dynamic Forces | ||||
UIC D23 RP 16:1970 | Theoretical Study Of Dynamic Forces In Bridges | ||||
UIC D23 RP 8:1963 | Provisional Proposals For The Determination Of The Dynamic Forces In The Metallic Bridges | ||||
UIC D23 RP 7:1963 | Single Track Bridges With Twin Girders (a 7-series) | ||||
UIC D23 RP 15:1970 | Statistical Investigation Of The Dynamic Effects Measured On Bridges | ||||
UIC D23 RP 12:1966 | Presentation Of The Results Obtained On Metal Bridges | ||||
UIC D23 RP 17:1970 | General Survey Of The Work Of The D 23 Committee And Preparation Of General Formulae For Calculating The Dynamic Effect (final Report) | ||||
UIC D23 RP 6:1962 | Preliminary Tests On A Reduced Scale Model | ||||
UIC D45 RP 4:1962 | Development Of A Mechanical Device For Recording The Flaw Echoes Supplied By An Ultrasonic Apparatus | ||||
UIC D23 RP 4:1961 | Test Of The Al Series (single Track Bridges With Solid Web Main Girders And Upper Track) | ||||
UIC D23 RP 3:1961 | Report Of The Tests Carried Out On Bridges Of The A3-series | ||||
UIC D23 RP 14:1967 | Tests For The Comparison Of Bridges Of Different Types (steel Bridges And Composite Steel-concrete Bridges) | ||||
UIC D45 RP 12:1971 | Definition Tests And Special Tests On Rails Of Normal Quality Made Of Siemens-martin Steel And Also On Rails Of Wear-resisting Quality Made Of Siemens-martin Steel, Electric Furnace Steel And Ld Steel | ||||
UIC D45 RP 10:1967 | Examination Of Thomas Steel Rails Of The Third Series Of Tests By Means Of The Ralus Ultrasonic Procedure Documentary Reports Of Irsid And Bam | ||||
UIC D45 RP 1:1959 | Falling Weight Test | ||||
UIC D45 RP 11:1969 | Proposals Concerning The 6th Edition Of Technical Specification 860-0 Governing The Supply Of Vignole (flat-bottom) Rails Of Non-treated Steel | ||||
UIC D45 RP 3:1962 | Collection Of Documentary Leaflets Concerning The Principal Rail Defects | ||||
UIC D71 RP 13:1970 | Summary Of The Results Given In Reports Nos. 1-12 - Final Report | ||||
UIC D71 RP 1:1965 | Stresses In Rail | ||||
UIC D71 RP 10:1970 | Deformation Properties Of Ballast (laboratory And Track Tests) | ||||
UIC D71 RP 3:1966 | Stresses In Fastening Systems - Static And Fatigue Tests Made In The Laboratory On Various Types Of Fastening Systems (german, English And French Systems) | ||||
UIC D71 RP 2:1966 | Stress Distribution In The Rails | ||||
UIC D60 RP 2:1964 | Fatigue With Fluctuating Excentric Vertical Loads - Ultimate Loads, Long Term Loading Tests And Coefficients Of Friction - Provisional Recommendations | ||||
UIC D71 DT 13:1968 | Calcul Des Traverses, Par M. R. Sauvage | ||||
UIC D60 RP 1:1962 | Fatigue Test Under Fluctuating Centric Load With Constant Angle Of Shear And Fluctuating Angle Of Shear With Constant Vertical Load | ||||
UIC D72 RP 6:1969 | General Principles Taking Into Consideration The Increase In Speed And Axle Loads - Recommendations - Final Report | ||||
UIC D60 RF 0:1965 | Tests Carried Out At Extreme Temperatures - Recommendations (final Report) | ||||
UIC D45 RP 9:1966 | Definition Tests And Special Tests On Thomas Steel Rails Having Proved Satisfactory In The Track, And Those Having Shown A Poor Performance (third Series Of Tests) | ||||
UIC D72 RP 7:1970 | Asymmetrical Switch Rail Section For The Uic 60 Rail (supplement To The Final Report No. 6) | ||||
UIC D72 RP 5:1968 | Additional Requirements Concerning The Design Of Switches And Crossings | ||||
UIC D72 RP 2:1966 | Factors Affecting The Construction Of Switches | ||||
UIC D45 RP 8:1966 | Revision Of The Album Of Sample Sulphur Prints Appended To Uic- Leaflet 860 For The Supply Of Rails | ||||
UIC D72 RP 1:1964 | Theoretical Study And Principles | ||||
UIC D72 DT 15:1969 | D 72 - Guiding Principles For The Design Of Points And Crossings (uic 54 And Uic 60 Rail Profiles) - 1. Terminology | ||||
UIC D71 RP 9:1969 | Stresses In Concrete Sleepers | ||||
UIC D72 RP 4:1967 | Results Of The Enquiry Into The Geometrical Principles And The Principles Of Construction Of Single Switches And Crossings For Standard Track | ||||
UIC D71 RP 7:1967 | Classification Of Ballast Prescriptions | ||||
UIC D71 RP 5:1967 | Stress Increments In Rails During Starting And Braking | ||||
UIC D45 RP 6:1963 | Tests With Apparatus For The Continuous Examination Of Rails In The Track | ||||
UIC D71 RP 8:1968 | Stresses In The Formation (results Of The Second Phase: Influence Of Sleeper Parameters And Thickness Of Construction) | ||||
UIC D230.1 RP 3:1999 | State Of The Art Report Only Available In English | ||||
UIC D230.1 RP 2:1999 | Description Of Phase 2 Work | ||||
UIC D230.1 RP 1:1999 | Embankment Structure Transition |
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