... MANGANESE LOADS COMPOSITION TRACK CARBON PHOSPHOROUS SULPHUR CHROMIUM METALS TESTS ELECTRIFICATION PROPERTIES RESISTANCE WEARING METALLURGY COOLING WELDS FAILURES YIELD ELONGATION WEARING CAPACITY CRACKS FALLING WEIGHT TESTS FISSURES 20 DISCUSSION ON STEEL RAILS. [Minutes...

...F AUGHTIE; R G C BATSON; A F C BROWN IMPACT WHEELS ROADS RESEARCH TYRES EFFECT DAMAGE GROUND VIBRATIONS AXLES LOADS EXPERIMENTS MEASUREMENT FORCES ACCELEROMETERS INSTRUMENTS SURFACES INSTRUMENTATION TRACTIVE RESISTANCE GAUGES SOLID NATIONAL PHYSICAL LABORATORY ©...

...F W FURKERT © Thomas Telford and ICE 1933 EFFECT EARTHQUAKES ENGINEERING STRUCTURES SHOCKS DAMAGE EARTHWORKS BRIDGES HARBOURS ROADS RAILWAYS VIADUCTS CRACKS SEISMIC ACTION PORTS QUAYS BUILDINGS RESISTANCE FAULTS MURCHISON NAPIER NEW ZEALAND 344 FURKERT...

...H W H RICHARDS © Thomas Telford and ICE 1933 STEAM ELECTRIC DIESEL TRACTION TRAINS RAILWAYS TRAFFIC SERVICES CONDITIONS LOADS SPEED DENSITY FORMATION COSTS CAPITAL RELATIVE OPERATING TRACTIVE RESISTANCE SUBURBAN TRACTORS DESIGN POWER CHARACTERISTICS CURVES...

...J J BOOTH © Thomas Telford and ICE 1933 DESIGN EARTHQUAKES RESISTING STRUCTURES DOMINION MUSEUM MUSEUMS RESISTANT BUILDINGS RESISTANCE SEISMIC ACTION ROOFS HALLS BRACING BOX GIRDERS CALCULATIONS BENDING MOMENTS COLUMNS FLOORS DOMINION MUSEUM WELLINGTON NEW...

... to the train must be distinguished from mechanical output required at thewheels. Also it may be assumed in the first instance thtit there is no train-resistance and thatacceleration and retardation are maintained uniform between rest and maximum speed. [THE INST. C.F VOL. 236.1 1 2 UNWIN ON ELECTRIC TRAINS...

... to prevent the effects of earth- quakes by putting hydraulic dash-pots a t certain expansion points which offered little resistance to temperature effect but offered some resistance to earthquake effect. He was sure all felt that anything that couldbedone couldbe bestdoneby engineers. To design structures...

...P DAVIES © Thomas Telford and ICE 1933 LAWS SIPHONS BERNOULLI THEORUM FLOW MODELS EXPERIMENTS DESIGN TESTS SPILLWAYS RESERVOIRS DISCHARGES PRESSURE CALCULATIONS CLASSIFICATION OUTLETS EXITS HEADS LOSS EDDIES BENDS FRICTION RESISTANCE WALLS COEFFICIENTS WORKING FREE...

...R MAIR © Thomas Telford and ICE 1933 RENDEL PALMER TRITTON BRIDGES RAILWAYS RIVERS DESIGN SPANS SITES CONDITIONS CONSTRUCTION CAISSONS SINKING TILTING FILLING WELLS PLUGGING FRICTION RESISTANCE PIERS ERECTION STAGING FLOTATION GIRDERS SERVICE POSITIONING...

...O ARUP; A H CASE; F W D DAVIS; W T HALCROW; C H SANDEMAN; E G WALKER; H J DEANE © Thomas Telford and ICE 1932 FORD MOTOR COMPANY JETTIES WORKS RIVERS CONSTRUCTION PILES LOADS DRIVING FORCES RESISTANCE CYLINDERS IMPACT SHIPS VESSELS FORESHORES DESIGN FORMWORK...

... REPOSE ANGLES RESISTANCE FORCES RIVERSIDE MOORINGS ALIGNMENT ACTIVE STRESS VESSELS SHIPS JETTIES CALCUTTA KING GEORGE 398 CORRESPONDENCE ON CALCUTTA PORT WORKS. [Minutesof Correspondence. B. Brysson Dr. BRYSSOXCUNNINGHAMremarked thathe arrangement of Cunningham. the north quay...

... WATER POWER HYDROELECTRICITY TUNNELS CIMENT FONDU PIPES PLANT LOCHS RESERVOIRS DESIGN CONSTRUCTION TRIANGULATION PIPELINES SURGES CHAMBERS TURBINES JOINTS WELDED HIGHLANDS RIVERS STONEY SLUICES SCREENS GATES PROPERTIES CORROSION RESISTANCE LININGS PRESSURE INVERTS...

... for the purpose would reveal (1) that the frictional resistance of the pipe was not proportional t,o the square of the velocity ; (2) that the results on different days, when the temperature of the water differed, were not consistent ; (3) that the friction per square foot of pipe surface was dependent...

... EFFECT VISCOSITY ACTION VELOCITY RESISTANCE LOSS DISTRIBUTION PRESSURE DOWNSTREAM CONDITIONS MEASUREMENT 256 COKKESPONDENCE ON EXPERIMENTS [Minutes of Correspondenoe. m . Addison. Mr. H. ADDISONremarked that he would be glad to learn whether the Authors had formed any conclusions...

... the wheel and the rail. It would therefore seem that rail-design should aim a t a reduction of that pressure and that steelmakers should aim a t producing a steel capable of offering great resistance to crushing. The Author cited No. 1 steel as representing a steel rendering the best service of the four...

...A H CASE; E A CULLEN; B CUNNINGHAM; P N FAWCETT; W T HALCROW; J MITCHELL; W H THORPE; F M G DU PLAT TAYLOR; FABER © Thomas Telford and ICE 1928 DEEP WATER JETTIES CEMENT WORKS PENETRATION RESISTANCE PILES EXTRACTION STABILITY BRACING WALING CONCRETE IMPERMEABILITY CYLINDERS...

...J P PORTER BRIDGES FOUNDATIONS TRANSPORT CHALK PILED MONOLITHS BEARING POWER ABUTMENTS TIMBER BYPASSES ROADS CONSTRUCTION TESTS PILES PILING RECORDS RESISTANCE GROUND DRIVING FORMULAE SAFETY DEEP DESIGN METROP.& LONDON & NORTH EASTERN RAILWAYS © Thomas...

...G ELLSON; G P MANNING; A HILEY; H CHATLEY; C P TAYLOR; E P ANDERSON; W H THORPE © Thomas Telford and ICE 1927 WATFORD BRANCH RAILWAY BRIDGES FOUNDATIONS TRANSPORT CHALK PILED MONOLITHS PILES LOADS RESISTANCE DRIVING COMPOSITE BEARING FORMULAE GADE BRIDGE WATFORD...

...W E DALBY © Thomas Telford and ICE 1926 MECHANICAL PROPERTIES STEEL STRENGTH MATERIALS INSTRUMENTS RECORDS TESTS TENSILE COMPRESSION TORSION ELASTIC SLIPS SPACE LATTICE RESISTANCE METALS PLASTIC SAFETY LIMITS Proceedings.] DALBY ON THE MECHANICAL PROPERTIES OF STEEL...

... RESISTANCE TRAFFORD MANCHESTER DOCK UK Proceedings.] AT THE MANCHESTER DOCKS. 89 Discussion. Mr. H. J. DEANEconsidered that one of the most useful parts Jlr. Dcane of the Paper concerned the very interesting tests on piles. He had not seen the results of any tests carried out quite...