...O T JONES © Thomas Telford and ICE 1935 GEOPHYSICS EARTH MOTION JAMES FORREST LECTURE CONSTITUTION DEFORMATION DRIFT VIBRATIONS ELECTRIC MAGNETIC FIELD COSMIC ATMOSPHERE APPLIED SEISMIC DENSITY GRAVITY CALCULATIONS EARTHQUAKES STUDIES AGE HISTORY MINERALS GEOPHYSICAL...

... of centerings were used, and threearches were cast first, their centerings dismantled one after another and re-erected for casting the remaining arches. The resultant thrustof the arch-ring alone was calculated to come within the middle third of the pier, and this method was safe. To avoid any possibility...

...J F PAIN; G ROBERTS © Thomas Telford and ICE 1935 HARBOURS BRIDGES CALCULATIONS STEEL SUPERSTRUCTURES SYDNEY AUSTRALIA vi CORRIGENDA. CORRIGENDA. Vol. cxi, p. 232, line 6. For 65 read 45 Vol. 238, p. 264 :- Table I11 ( a ) ,line 5 in column 14,f o r 1.06391 read 1.06531...

...W P HALDANE; G ROBERTS © Thomas Telford and ICE 1935 MOTT HAY & ANDERSON DORMAN LONG BRIDGES DECKS GIRDERS ROTINOFF PROCESS SPANS DESIGN RAILWAYS ROADS STEELWORK PILES FOUNDATIONS CYLINDERS SUPERSTRUCTURES LOADING CALCULATIONS LOADS STRUTS PIERS WELDING...

... is intended to explain and describe the calculations of the stresses in the steel superstructure of the Sydney Harbour bridge.1 The unprecedented size of the bridge, the unusual nature of many of the problems encountered, and the indeterminate type of structure adopted (in spiteof the general simplicity...

... DETAILS TESTS MODELS DECKS BRACING CAMBER DEFORMATION ABUTMENTS TOWERS PIERS MATERIALS STEEL CONCRETE LOADS STRESS DEAD LIVE IMPACT CALCULATIONS DISTORTION THRUST SURVEYS CONSTRUCTION FABRICATION SHOPS LAYOUT BEARINGS PYLONS STEELWORK CRANES CABLES CONVERSION MEMBERS TWO...

...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...

...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...

... LOCKS SHEDS CARGOES CALCULATIONS STABILITY FORMULAE CLAYS LATERAL EARTH PRESSURE JETTIES MOORINGS PILES REINFORCED CONCRETE WHARVES PIERS DIVERS BASINS SHEETPILING MARSHALLING YARDS BLUE CLAY CALCUTTA RIVER HOOGLY KING GEORGE INDIA ASIA 376 DISCUSSION...

...B CUNNINGHAM; FM DU PLAT TAYLOR; A G MILNE; S L ROTHERY; F W H STILEMAN; W C ASH; J D PEARSON © Thomas Telford and ICE 1932 PORTS EXTENSIONS CONSTRUCTION SINKING MONOLITHS DOCKS QUAYS BASINS BERTHING DESIGN WALLS CALCULATIONS EARTH PRESSURE CLAYS BLUE CLAY RENDERING...

...C F JENKIN; BRS © Thomas Telford and ICE 1932 BUILDING RESEARCH STATION BRS PRESSURE RETAINING WALLS EXPERIMENTS APPARATUS SAND WEDGES THEORY CALCULATIONS FORCES CYCLES PLANE HEIGHT ESTIMATES BATTERED STEPPED RUPTURES UNDERWATER REACTIONS MATERIALS TESTS 23...

...C E INGLIS © Thomas Telford and ICE 1932 IMPACT RAILWAYS BRIDGES FORMULAE MATHEMATICS OSCILLATIONS CALCULATIONS LOCOMOTIVES HAMMER BLOWS SPANS SPRINGS MOVEMENT BENDING CURVES LONG SPAN FORCES INERTIA EFFECT LOADS INCREASES MASS MEDIUM SPAN STRESS 358 INGLIS...

... SUBSOIL CALCULATIONS METHODS SUPERELEVATION WIDENING FREE MOVING SLABS JOINTS GRAMPIANS SCOTLAND GREAT NORTH RD INVERNESS PERTH HIGHLANDS UK Proceedings.] OVER THE GRAMPIANS. 145 reconstruction and had observed that if a vehicle of 2 or 3 tons in The duthor- weight went over...

...C E BLYTH; W T SHADDOCK; W H THORPE; A C VIVIAN; E G COKER © Thomas Telford and ICE 1930 EXPERIMENTAL METHODS APPARATUS CALCULATIONS STRESS BRIDGES FRAMES FRAMED STRUCTURES EXPERIMENTS MEMBERS RIVETED INSTRUMENTS MEASUREMENT CONCRETE ARCHES REINFORCED STRAIN CURVES...

...E G COKER; H J FEREDAY; J J GUEST; C BATHO; J S WILSON; W W GRIERSON © Thomas Telford and ICE 1930 EXPERIMENTAL METHODS APPARATUS CALCULATIONS STRESS BRIDGES FRAMED STRUCTURES EXPERIMENTS FRAMES MODELS EXTENSOMETERS BRIDGEWORKS SECONDARY FLOORS SYSTEMS TRUSSES...

...E G COKER © Thomas Telford and ICE 1930 EXPERIMENTAL METHODS APPARATUS CALCULATIONS STRESS BRIDGES FRAMED STRUCTURES EXPERIMENTS FRAMES MODELS NITROCELLULOSE DISTRIBUTION MEMBERS STEEL OPTICAL PROCESS Proceedings.] CORER ON STRESSES IN BRIDGES. 33 19 November, 1929...

...C GRIBBLE © Thomas Telford and ICE 1929 BRIDGE STRESS COMMITTEE RAILWAYS BRIDGES STRESS MOVING LOADS IMPACT FORMULAE FATIGUE METHODS TESTING HAMMER BLOWS LOCOMOTIVES DEFLECTION FREQUENCY INSTRUMENTS THEORY SPEED SPANS DYNAMICS MAGNIFIERS LOADING CALCULATIONS...

... be verynear seizing-point. It appeared t o be almost impossible to get surfaces whichwere true withinsuchextremely fine limits. I n practice 0.0005 inch (half a thousandth) was usually takenas being the thickness of thethinnestpart of any film, and it was a good thing,inthe calculation of quantities-which...

... sheet pilesin acoffer-dam to the heavyreinforced- concretepilesinpermanentretaining-wallsthereisa widerange of application of the sheet wall for retaining purposes ; this Paper presents some special problems in connection with the calculation of the earth-pressure on such walls. The scantlings of timber...

.... Fig. 16C, Plate 3, shows the relation between the rise of temperatureandtheheat generated. Fig. 16D, Plate 3, shows the relation between the heat generated and the speed. It can be shown that the friction of a flooded bearingcanbe calculated from the viscosity of the oil, the surface speed...