... METHODS LURCHING OSCILLATIONS SPRINGS RAILS JOINTS TRACK DISPERSION TESTS LURCH SEISMOGRAPHS INSTRUMENTS INSTRUMENTATION IRREGULARITIES INDIA ASIA 314 GELSON ON MOVING-LOAD STRESSES IN [Minutee of (Paper No. 4901.) Moving-Load Stresses in Short-Span Railway-Bridges...

...W A FRASER; L C GREIG; A H HUDDART; J C W HUMFREY; O F A SANDBERG; T SWINDEN; E F LAW; V HARBORD STEEL RAILS RAILWAYS BESSEMER WEARING MANUFACTURE TESTS FAILURES FRACTURE FLANGES MANGANESE CARBON COOLING TRACK FISSURES YIELD FALLING WEIGHT HARDENING ACID BESSEMER PROCESS...

...E F LAW; V HARBORD STEEL RAILS RAILWAYS MANUFACTURE ROLLED PROPERTIES MANGANESE CARBON CHROMIUM NICKEL TEMPERATURE CONTROL LOADS METALS WEAR WELDING POINTS CROSSINGS METALLURGY Proceedings.] LAW AND HARBORD OSNTEEL RAILS. 3 The following Paper was submitted for discussion...

...G ELLSON; A R COOPER; R CARPMAEL; C P SANDBERG; G V LOMONOSSOFF; B G WHITE; J W NORRIS; SIR R HADFIELD; S WHYTE; V A M ROBERTSON; W L LOWE BROWN; W L L BROWN; H C MUGGERIDGE; C J ALLEN; E H SANITER © Thomas Telford and ICE 1934 STEEL RAILS MANUFACTURE RAILWAYS WEAR WELDING...

...R W FOXLEE; E H GREET © Thomas Telford and ICE 1934 IMPACT GIRDERS MAIN RAILWAYS BRIDGES PRESSURE HAMMER BLOWS FLUCTUATION PRESSURE RAILS WHEELS LOCOMOTIVES LOADS OSCILLATIONS CHARACTERISTICS STRESS FREQUENCIES STRESS FORMULAE SKIDDING DYNAMICS DEFLECTION MULTIPLIERS...

...W W GRIERSON PRESIDENTS RAILWAYS TRANSPORT IK BRUNEL HISTORY WATERWAYS TRACK DEVELOPMENT RAILS GAUGES ELECTRIFICATION VIADUCTS BRIDGES HAULAGE ATMOSPHERIC STEAMSHIPS SHIPS AIR ENGLAND UK 2 OPENISG MEETING, SESSION 1929-1930. [Minutes of ofice entailed. He...

...W E DALBY © Thomas Telford and ICE 1929 LONDON & NORTH WESTERN RAILWAY MECHANICAL PROPERTIES RAILS STEEL RAILWAYS TESTS LOADS STRESS ELASTIC PLASTIC EXTENSIONS HARDNESS SLIPPING UK I'raceedings.] D.\T,BY ON BRITISH RAIL-STEELS. 25 20 November, 1928. SIR...

...H FOWLER; C J BROWN; C P SANDBERG; G ELLSON; F W HARBORD; W L LOWE BROWN; W ELLIS 38 DISCUSSION ON MECIIANICAL PROPERTIES [Minutes of Discussion. The President. The PRESIDESiTn,proposing the vote of thanks to the Author, remarked that theAuthor's question as to the best kind and quality of rails...

... probablpyrovidmeucihnformation. It would much enhance the value of thePaper if theAuthor could add a full chemical analysis of each specimen. Y r . C o l m . Mr. H. N. COLAMobserved that the Author discussed the stress in B rail under a load, the method of calculation being to consider the rail as a simple beam between chairs...

...K B TURNER; R E WALSH RECONSTRUCTION RAILWAYS SWING BRIDGES FOUNDATIONS CAISSONS PIVOTS PIERS GIRDERS SINKING COMPRESSED AIR PLANTS EQUIPMENT SUPERSTRUCTURES FIXED SPANS WEDGES BOLTS RAILS DETECTORS PERMANENT WAY CONTROL SIGNALS ERECTION IPSWICH GREAT YARMOUTH ST...

... SORBITIC PEARLITIC RAILS ALLOYS ALUMINIUM HIGH SPEED TOOLS MACHINERY NUMERICAL PRESERVATION CORROSION © Thomas Telford and ICE 1927 Extra CARPENTER ON SERVICES OF METALLUIMP. Meeting 3 29 1 EXTRA MEETING. 3 May, 1927. FREDERICK. PALMER, C.I.E., President, in the Chair. THE JAMES FORREST...

...D H REMFRY © Thomas Telford and ICE 1924 MINISTRY OF TRANSPORT INTERACTION BRIDGEWORKS DECKS SYSTEMS MAIN GIRDERS MODIFICATION STRESS BRIDGES STRUCTURES BEHAVIOUR STRUCTURAL STRENGTH FIXING INDUCED RAILS METHODS ACTION CALCULATIONS ENDS RAILWAYS LOADS MEMBERS...

... not to be repeated. A~~thor- Correspondence. Mr. W. B. EDWARDtShankedtheAuthor for compiling much Mr Edwards. useful information in a form convenient for reference. No hard andfast rules could belaid down on aquestionembracing all countriesoutsideEurope.Probably no one would disputethe conclusion that rail-weight...

...H STRINGER © Thomas Telford and ICE 1923 PEKING MUKDEN RAILWAY REINFORCED CONCRETE RAILWAYS COUNTRIES DEVELOPING REINFORCEMENT EXPERIMENTS RAILS SLABS CALCULATIONS NEUTRAL AXIS MOMENTS RESISTANCE TESTS BEAMS FAILURES ADHESION BRIDGES PILES PIPES PEKING...

...-supply, land-ownership, and above all, probablteraffic-density. These affect t,hsetandards of construction t o beadopted,andthereforethetraffic-handling capacity of the railway. The factorswhich limit this capacity are:- Weight of Rail ; Maximum Gradient ; illinimum Radius of Curyature ; and Gauge...

...W MARRIOTT; F J WARING; W W GRIERSON; SIR B HENDERSON; H W S HUSBANDS; T R JOHNSON; D P RICKETTS; H STRINGER © Thomas Telford and ICE 1923 RAILWAYS ECONOMICS REINFORCED CONCRETE COUNTRIES DEVELOPING REINFORCEMENT GAUGES CURVES RAILS PRACTICE LOCOMOTIVES GRADIENTS WEIGHT...

...A W RENDELL CONTROL TRAINS WEIGHT SPEED REDUCTION HEADWAY RESISTANCE VELOCITY WHEELS RAILS ACCELERATION DECELERATION FRICTION BRAKES SHOES CYLINDERS PRESSURE ELECTRIC PNEUMATIC EMERGENCIES VACUUM SYSTEMS STOPS 20s ADNISSION OF STUDENTS. [Jlinutes "f 10 January, 1922...

...B S G VERSCHOYLE EGYPT PERMANENT WAY STEEL SLEEPERS RAILWAYS RAILS DETERIORATION EGYPTIAN STATE RAILWAYS © Thomas Telford and ICE 1921 366 VERSCIIOYLE ON PERMANENT WAY [Selected SECT.11.-OTHER SELECTED PAPERS. (Paper No. 4290.) Permanent Way on Steel Sleepers. By BEI...

... ALTERNATORS WATER CIRCULATION MOTORS SWITCH HOUSES TRANSMISSION HIGH TENSION CURRENTS TRANSFORMERS SUBSTATIONS LOW TRACK CABLES PERMANENT WAY ELECTRICAL EQUIPMENT SLEEPERS RAILS CONDUCTORS TRAINS ROLLING STOCK MOTORS COACHES WHEELS SHEDS WORKSHOPS POWER GENERATION MAINTENANCE...

...G E LILLIE KALKA SILMA RAILWAY PERMANENT WAY MOUNTAINS RAILWAYS RAILHEADS TRAINS TRACTION WEAR RAILS DERAILMENTS FLANGES TRACK HILLS SECTIONS APPLICATIONS CURVES TRACTRIX SELECTION PLOTTING SHAPE KALKA SIMLA HIMALAYAS (Prlper No. 4 3 07.) Permanent Way...