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UIC - Page 92/105
Norma Técnica UIC D 156 RP 1
Title:
POSSIBILITIES OF IMPROVING THE SERVICE CHARACTERISTICS OF RAILS BY METAL-/nLURGICAL MEANS - Factors influencing the fracture resistance of rails in the unused condition
Entity:
UIC
Subject:
Construction of railways
Norma Técnica UIC D 156 RP 2
Title:
POSSIBILITIES OF IMPROVING THE SERVICE CHARACTERISTICS OF RAILS BY METAL-/nLURGICAL MEANS - Tests on used rails that failed in the track due to brittle fracture
Entity:
UIC
Subject:
Construction of railways
Norma Técnica UIC D 156 RP 3
Title:
POSSIBILITIES OF IMPROVING THE SERVICE CHARACTERISTICS OF RAILS BY METAL-/nLURGICAL MEANS - Recommended procedure for the deter mination of the plane strain fracture toughness (K IC) of rail steels
Entity:
UIC
Subject:
Construction of railways
Norma Técnica UIC D 156 RP 4
Title:
POSSIBILITIES OF IMPROVING THE SERVICE CHARACTERISTICS OF RAILS BY METAL-/nLURGICAL MEANS - Studies concerning the measurement and improvement of the level of residual stresses
Entity:
UIC
Subject:
Construction of railways
Norma Técnica UIC D 160 DT 160
Title:
Entity:
UIC
Subject:
Bridge construction
Norma Técnica UIC D 160 DT 190
Title:
PERMISSIBLE DEFLECTION OF BRIDGES - Presentation of the report of ISVR Discussion and explanations 'Permissible deflection of bridges'
Entity:
UIC
Subject:
Bridge construction
Norma Técnica UIC D 160 DT 201
Title:
Entity:
UIC
Subject:
Bridge construction
Norma Técnica UIC D 160 DT 202
Title:
Entity:
UIC
Subject:
Bridge construction
Norma Técnica UIC D 160 RP 1
Title:
PERMISSIBLE DEFLECTION OF BRIDGES - Bibliographical study and presentation
Entity:
UIC
Subject:
Bridge construction
Norma Técnica UIC D 160 RP 2
Title:
PERMISSIBLE DEFLECTION OF BRIDGES - Analysis of existing computer programs
Entity:
UIC
Subject:
Bridge construction
Norma Técnica UIC D 160 RP 3
Title:
PERMISSIBLE DEFLECTION OF BRIDGES - Tests and measurements carried out when passing over the Hörstel and Plattling bridges
Entity:
UIC
Subject:
Bridge construction
Norma Técnica UIC D 160 RP 4
Title:
PERMISSIBLE DEFLECTION OF BRIDGES - Effect on comfort of vibrations generated when passing over bridges
Entity:
UIC
Subject:
Bridge construction
Norma Técnica UIC D 160 RP 5
Title:
PERMISSIBLE DEFLECTION OF BRIDGES - Comparison of the results of calculation and measurements on two bridges Selection of the most suitable computerprogram
Entity:
UIC
Subject:
Bridge construction
Norma Técnica UIC D 160 RP 6
Title:
PERMISSIBLE DEFLECTION OF BRIDGES - Final report
Entity:
UIC
Subject:
Bridge construction
Norma Técnica UIC D 161 RP 1
Title:
DYNAMIC VEHICLE/TRACK INTERACTION PHENOMENA, FROM THE POINT OF VIEW OF/nTRACK MAINTENANCE - General conditions for the study of the evolution of track geometry based on historical information
Entity:
UIC
Subject:
Materials and components for railway engineering
Norma Técnica UIC D 161 RP 2
Title:
DYNAMIC VEHICLE/TRACK INTERACTION PHENOMENA, FROM THE POINT OF VIEW OF/nTRACK MAINTENANCE - Assessment of the service life of rails from their defect occurrence
Entity:
UIC
Subject:
Materials and components for railway engineering
Norma Técnica UIC D 161 RP 3
Title:
DYNAMIC VEHICLE/TRACK INTERACTION PHENOMENA, FROM THE POINT OF VIEW OF/nTRACK MAINTENANCE - Final report Conclusions and recommendations
Entity:
UIC
Subject:
Materials and components for railway engineering
Norma Técnica UIC D 161.1 RP 1
Title:
DYNAMIC EFFECTS OF 22.5 T AXLE LOADS ON THE TRACK - Results of acceleration measurements taken on the track under 20 and 22.5 t axle loads
Entity:
UIC
Subject:
Construction of railways
Norma Técnica UIC D 161.1 RP 2
Title:
DYNAMIC EFFECTS OF 22.5 T AXLE LOADS ON THE TRACK - Analysis of dynamic measurements taken with the ORE measuring train with axle loads of 20 and 22.5 t
Entity:
UIC
Subject:
Construction of railways
Norma Técnica UIC D 161.1 RP 3
Title:
DYNAMIC EFFECTS OF 22.5 T AXLE LOADS ON THE TRACK - The influence of wheelflats on the track with 20 and 22.5 t axleloads
Entity:
UIC
Subject:
Construction of railways
Norma Técnica UIC D 161.1 RP 4
Title:
DYNAMIC EFFECTS OF 22.5 T AXLE LOADS ON THE TRACK - The dynamic effects due to increasing axle load from 20 to 22.5 t and the estimated increase in track maintenance costs
Entity:
UIC
Subject:
Construction of railways
Norma Técnica UIC D 170 DT 276
Title:
TRACK COMPONENT DIMENSIONS./nSTANDARDIZATION OF CHARACTERISTICS AND ACCEPTANCE TESTS - Linear calculation using finite elements by Messrs Cervi et Fumey (SNCF) edited by Mr Kaminski (ERRI)
Entity:
UIC
Subject:
Construction of railways
Norma Técnica UIC D 170 DT 282
Title:
TRACK COMPONENT DIMENSIONS./nSTANDARDIZATION OF CHARACTERISTICS AND ACCEPTANCE TESTS - Calculation of twist and displacements in UIC 60 rail using rail fastening system W and rail pads Zw 687a AND Zw 700 by Dr.Ing. Johannes Franz (DB AG)
Entity:
UIC
Subject:
Construction of railways
Norma Técnica UIC D 170 DT 283
Title:
TRACK COMPONENT DIMENSIONS./nSTANDARDIZATION OF CHARACTERISTICS AND ACCEPTANCE TESTS - Stresses in a fastening system caused by wheel forces by Josef Turek (CD) Edited by Mr A. Kaminski (ERRI)
Entity:
UIC
Subject:
Construction of railways
Norma Técnica UIC D 170 DT 285
Title:
Entity:
UIC
Subject:
Construction of railways
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