...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 ©...

...W E GELSON © Thomas Telford and ICE 1934 INDIA NORTH WESTERN RAILWAY MOVING LOADS STRESS SPANS SHORT SPAN RAILWAYS BRIDGES IMPACT EFFECT VERTICAL FORCES DISTRIBUTION HORIZONTAL LONGITUDINAL BRAKING TRACTION HAMMER BLOWS MEASUREMENT SHORT GIRDERS LOCOMOTIVES...

... BEDS EROSION PROTECTION STRUCTURES CONTROL RIVERS CANALS WATERWAYS DAMS MODELS EXPERIMENTS MULTIPLE SLUICES SILLS REHBOCK APRONS SCOUR WEIRS LIPS VORTICES HORIZONTAL VORTEX BARRAGES EFFECT DOWNSTREAM FLOODS BLOCKS OPEN REGULATORS CHANNELS FLUMES LABORATORIES ROLLERS...

...SIR M MACDONALD; H J FEREDAY; J S WILSON; A S BUCKLE; K SEZAWA; R B UNWIN; O FABER; A W NEIL; W L LOWE BROWN; W L L BROWN; H C E CHERRY TOKYO DOMINION MUSEUM WELLINGTON JAPAN ASIA NEW ZEALAND 384 DISCUSSION ON THE EFFECTS O F EARTHQUAKES. [Minutes of Discussion. Tile Pmident...

...F W FURKERT 508 EARTHQUAEKFEFECTS : AUTHORE SPLY [Minutesof (Paper No. 4872.) The Effect of Earthquakes on Engineering Structures. By FREDERIWCKILLIAMFURKERC.TM.G., M, Inst. C.E. AUTHOR RSEPLYTO THE DISCUSSIOANND CORRESPONDENCE.^ Mr. Furkert. Mr. FURKERreTmarked that hefound it difficult, within...

... - the methods adopted by Japanese engineers in tackling this problem. If doubled oscillations did occur in gaps, owing to partial reflection of the waves, thus duplicating the destructive effect of seismic action, his objection to building on steep sidelong slopes wasafortiori sound. He based his principles...

...H C E CHERRY INFLUENCE EARTHQUAKES STRUCTURAL DESIGN TECTONIC VOLCANIC ACTION EFFECT MECHANICAL MEASUREMENT FORCES DESTRUCTION VARIATIONS SEISMIC WAVES STATISTICS FOUNDATIONS STRUCTURES WALLS SUPERSTRUCTURES ISOLATED BRIDGES PIERS BUILDINGS VIBRATIONS STRESS BRICKS...

...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...

... RUPTURES SAND SHEARING MOVEMENT SURFACES WEDGES THEORY EARTH TESTS FORCES SCALE EFFECT MODELS CYCLES VARIATIONS GRANULAR Proceedings.] ON RETAlNING-WALLS, 195 Correspondence. Lieut.-Col. E. P. ANDERSONremarked that further co&rmatoryLient.-fil. experiments on the largest possible scale...

...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...

... ACTION EFFECT WAVES DEPTH MOTION CONSTRUCTION FOUNDATIONS EXPOSED RUBBLE MOUND PROTECTION CONCRETE APRONS BLOCKS HYDROSTATICS HEADS SAND SUBMERGED UNDERWATER RUBBLE HARBOURS COSTS PUMPS DREDGERS PUMPING WAREHOUSES SUBSTRUCTURES MOORINGS JETTIES MONOLITHIC BLOCKWORK MUD...

...E B BALL; A R ELLISON; W M GRIFFITH; F R JOHNSON; J N D LA TOUCHE; G LACEY; F C TEMPLE; SIR BDO DARLEY © Thomas Telford and ICE 1932 DESIGN CONSTRUCTION CANALS BARRAGES SHINGLE EROSION EFFECT DISCHARGES PROTECTION DOWNSTREAM RIVERS BEDS MATTRESSES BANKS ACCIDENTS FALLS...

... 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...

...R W MOUNTAIN © Thomas Telford and ICE 1931 KILOVOLTS TRANSMISSION SYSTEMS ELECTRICITY POWER SUPPLY POWER STATIONS GENERATION GRIDS GENERATING TOWERS SURVEYS LINES EFFECT SUBSIDENCE RIVERS CROSSINGS CONDUCTORS SUBSTATIONS STATIONS SWITCHGEARS TRANSFORMERS PLANT...

... problems in general admit of one solution, and one only, and the physicist spares no pains to eliminate the most minute errors which will effect the accuracy of that solution. Engineering problems, on the otherhand, are not in general capable of exact solution, and the engineer would beentirely wrong if he...

... WEATHER ROCKS FOUNDATIONS CYLINDERS TESTS EFFECT BRAKING RAINFALL DISCHARGES LABOUR WAGES NERBUDDA NERBUDDA BRIDGE GEORGES RIVER SYDNEY NEW SOUTH WALES AUSTRALIA INDIA ASIA 320 STANFORDON THE WAR D E P A ~ T B ~ E L U T [IIinuiea uf ~b reaction of 7 2 tons at the shore end...

... BONDS WETTING UNLOADING MORTAR REINFORCEMENT SETTING HARDENING CEMENT INSTRUMENTATION EFFECT Proceediagn.] FABER ON PLABTIC YIELD OF CONCRETE. 27 15 November, 1927. ERNEST FREDERIC CROXBIE TRENCH, C.B.E., President,, in the Chair. The following Paper was submitted for discussion...

...D PATERSON © Thomas Telford and ICE 1925 COODE MATTHEWS FITZMAURICE WILSON CAUSEWAYS RUBBLE RAILWAYS ROADWAYS CONSTRUCTION TIDES GRANITE LOCKS GATES BRIDGES LIFTING CEMENT EFFECT TIDAL VELOCITY CURRENTS STONE CULVERTS GAUGES WALLS COFFERDAMS CONCRETE PARAPETS...

..., and behind the gate the recesses and baBe-plates were copied, but with springs in the place of the rollers. The t.hickness of the gate-bottom was not to scale. Thegrain of the woodwas Proceedings.] THROUGII SLUICES I N D SCALE MODELS. 75 arranged so as to minimize the effects of the swellingdue...

...F PALMER; C E INGLIS; G RICHARDS; E G COKER; C GRIBBLE; SIR A EWING; H J FEREDAY; W E DALBY; R V SOUTHWELL; J S WILSON; D H REMFRY © Thomas Telford and ICE 1924 INTERACTION BRIDGEWORKS THEORY TRANSVERSE OSCILLATIONS GIRDERS BRIDGES STRESS COSTS LOADS IMPACT EFFECT FORMULAE...