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UIC - Page 89/105
Norma Técnica UIC D 128 RP 6
Title:
STATISTICAL DISTRIBUTION OF AXLE LOADS AND STRESSES IN RAILWAY BRIDGES - Estimate of the life of steel railway bridges with given traffic
Entity:
UIC
Subject:
Bridge construction
Norma Técnica UIC D 128 RP 7
Title:
STATISTICAL DISTRIBUTION OF AXLE LOADS AND STRESSES IN RAILWAY BRIDGES - Moment range spectra in railway bridges, derived from the statistical traffic spectrum
Entity:
UIC
Subject:
Bridge construction
Norma Técnica UIC D 128 RP 8
Title:
STATISTICAL DISTRIBUTION OF AXLE LOADS AND STRESSES IN RAILWAY BRIDGES - Random loading of railway bridges and its relationship to fatigue
Entity:
UIC
Subject:
Bridge construction
Norma Técnica UIC D 128 RP 9
Title:
STATISTICAL DISTRIBUTION OF AXLE LOADS AND STRESSES IN RAILWAY BRIDGES - Measurements of axleloads due to service loading and the resulting stresses in railway bridges
Entity:
UIC
Subject:
Bridge construction
Norma Técnica UIC D 130 DT 70
Title:
FATIGUE PHENOMEMA IN WELDED CONNECTIONS OF BRIDGES AND CRANES - Standardised Evaluation fatigue strength data for welded joints of structural steel, by Strength Testing Laboratory
Entity:
UIC
Subject:
Bridge construction
Norma Técnica UIC D 130 DT 71
Title:
FATIGUE PHENOMEMA IN WELDED CONNECTIONS OF BRIDGES AND CRANES - The statistical analysis of fatigue test results, by Mr. J.E. Spindel, BR Board, London and Mr. E. Haibach, Laboratorium für Betriebsfestigkeit, Darmstadt
Entity:
UIC
Subject:
Welded joints and welds
Norma Técnica UIC D 130 DT 75
Title:
FATIGUE PHENOMEMA IN WELDED CONNECTIONS OF BRIDGES AND CRANES - Evaluation of strain measurements from tests with beams for ORE Question D 130 by Dr. Ing. E. Haibach, Ing. grad U. Wendt, Laboratorium für Betriebsfes tigkeit, Darmstadt and Mr. J. Davies, Research and Development Division, British Railways Board, Derby
Entity:
UIC
Subject:
Bridge construction
Norma Técnica UIC D 130 RP 1
Title:
FATIGUE PHENOMEMA IN WELDED CONNECTIONS OF BRIDGES AND CRANES - Fatigue of large butt welds on bridges
Entity:
UIC
Subject:
Bridge construction
Norma Técnica UIC D 130 RP 10
Title:
FATIGUE PHENOMEMA IN WELDED CONNECTIONS OF BRIDGES AND CRANES - Final report
Entity:
UIC
Subject:
Bridge construction
Norma Técnica UIC D 130 RP 2
Title:
FATIGUE PHENOMEMA IN WELDED CONNECTIONS OF BRIDGES AND CRANES - Tests of box girders
Entity:
UIC
Subject:
Bridge construction
Norma Técnica UIC D 130 RP 3
Title:
FATIGUE PHENOMEMA IN WELDED CONNECTIONS OF BRIDGES AND CRANES - Fatigue tests on small Ibeams 300 x 230 mm
Entity:
UIC
Subject:
Bridge construction
Norma Técnica UIC D 130 RP 4
Title:
FATIGUE PHENOMEMA IN WELDED CONNECTIONS OF BRIDGES AND CRANES - Fatigue testing of box beam slices
Entity:
UIC
Subject:
Bridge construction
Norma Técnica UIC D 130 RP 5
Title:
FATIGUE PHENOMEMA IN WELDED CONNECTIONS OF BRIDGES AND CRANES - Constant amplitude fatigue tests of Ibeams with transverse and longitudi nal fillet welds
Entity:
UIC
Subject:
Bridge construction
Norma Técnica UIC D 130 RP 6
Title:
FATIGUE PHENOMEMA IN WELDED CONNECTIONS OF BRIDGES AND CRANES - Study of the fatigue strength of boxbeams sealed with diaphragms, subjected to constant amplitude axial loading
Entity:
UIC
Subject:
Bridge construction
Norma Técnica UIC D 130 RP 7
Title:
FATIGUE PHENOMEMA IN WELDED CONNECTIONS OF BRIDGES AND CRANES - Tests on large Ibeams at low stresses
Entity:
UIC
Subject:
Bridge construction
Norma Técnica UIC D 130 RP 8
Title:
FATIGUE PHENOMEMA IN WELDED CONNECTIONS OF BRIDGES AND CRANES - Tests with small Ibeams with a low stress load spectrum
Entity:
UIC
Subject:
Bridge construction
Norma Técnica UIC D 130 RP 9
Title:
FATIGUE PHENOMEMA IN WELDED CONNECTIONS OF BRIDGES AND CRANES - Graphical and analytical evaluation of fatigue strength data for welded connections
Entity:
UIC
Subject:
Bridge construction
Norma Técnica UIC D 141 DT 119
Title:
EFFECT ON THE TRACK OF RAISING THE AXLE LOAD FROM 20 TO 22 T - Axle loading Effect on track settlement, by BR
Entity:
UIC
Subject:
Construction of railways
Norma Técnica UIC D 141 DT 120
Title:
EFFECT ON THE TRACK OF RAISING THE AXLE LOAD FROM 20 TO 22 T - Effect on the track of raising the axleload from 20 t to 22 t, by PKP
Entity:
UIC
Subject:
Construction of railways
Norma Técnica UIC D 141 DT 146
Title:
Entity:
UIC
Subject:
Construction of railways
Norma Técnica UIC D 141 DT 147
Title:
Entity:
UIC
Subject:
Construction of railways
Norma Técnica UIC D 141 RP 1
Title:
EFFECT ON THE TRACK OF RAISING THE AXLE LOAD FROM 20 TO 22 T - Statistical study of the development of fatigue defects as a function of the mean axleload
Entity:
UIC
Subject:
Construction of railways
Norma Técnica UIC D 141 RP 2
Title:
EFFECT ON THE TRACK OF RAISING THE AXLE LOAD FROM 20 TO 22 T - Simulation tests involving the loading of a track panel with different vertical loads
Entity:
UIC
Subject:
Construction of railways
Norma Técnica UIC D 141 RP 3
Title:
EFFECT ON THE TRACK OF RAISING THE AXLE LOAD FROM 20 TO 22 T - Tests on the Velim circular test track with 22 t axleload
Entity:
UIC
Subject:
Construction of railways
Norma Técnica UIC D 141 RP 4
Title:
EFFECT ON THE TRACK OF RAISING THE AXLE LOAD FROM 20 TO 22 T - Tests on the VELIM circular test track with 20 t axleload
Entity:
UIC
Subject:
Construction of railways
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