... of tractive effort. Observations, Obstacles, Wheel-Size, and Tires.-comparison of 30 AUGBHBATRATIONESO,DWNN ON [Minutes of impact was made entirelyfrom records of t,he vibrationof the ground, since it was found very early in the work that (on account of the predominating effect due to the inertia of the axle...

...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...

...F W FURKERT © Thomas Telford and ICE 1933 EFFECT EARTHQUAKES ENGINEERING STRUCTURES WAVES HORIZONTAL ACCELERATION DAMAGE DESIGN RESISTANT ARTESIAN WATER CRACKS BRIDGES MOVEMENT 508 EARTHQUAEKFEFECTS : AUTHORE SPLY [Minutesof (Paper No. 4872.) The Effect of Earthquakes...

...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 C E CHERRY © Thomas Telford and ICE 1933 INFLUENCE EARTHQUAKES STRUCTURAL DESIGN TECTONIC VOLCANIC ACTION EFFECT MECHANICAL MEASUREMENT FORCES DESTRUCTION VARIATIONS SEISMIC WAVES STATISTICS FOUNDATIONS STRUCTURES WALLS SUPERSTRUCTURES ISOLATED BRIDGES PIERS...

...H BOOTH; J E L CULL; J S L DEEM; H D DEWELL; W T EVERALL; F W FURKERT; D P KRYNINE; G A M LUFF; L H SWAIN; W H THORPE; L WHITE; H C E CHERRY © Thomas Telford and ICE 1933 EFFECT EARTHQUAKES ENGINEERING STRUCTURES INFLUENCE STRUCTURAL DESIGN STRESS ACCELERATION FORCES RESISTING...

...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 © Thomas Telford and ICE 1933 EFFECT EARTHQUAKES ENGINEERING STRUCTURES INFLUENCE STRUCTURAL DESIGN RESISTING MUSEUMS DOMINION MUSEUM...

... 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...

...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...

...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...

... 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...

... 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...

... the end of the bridge, due to possible movements of the ship while placing the bridge in position, it is necessary that the drum should be free and that the bridge should float immediately it has taken its bearing on the vessel. This is effected by means of an automatic releasegear, actuated bythe cup...

... 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...

... SHIPS PREDICTION RESISTANCE EFFECT DIMENSIONS FRICTION FLOW PIPES TUNNELS WIND TUNNELS CURVES VALUE COEFFICIENTS ROOFS BRIDGES EXPERIMENTS INVESTIGATIONS TRANSPORT ROADS UK Extra Mebting.] STANOTNON ENGINEERING RESEARCH, 385 EXTRA MEETING. 5 May, 1931. Sir GEORGE WILLIAM...

...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...

... The Institution were accorded to the Author. (Paper No. 4645.) Plastic Yield, Shrinkage,and Other Problems of Concrete, and their Effect on Design. By OSCARFABERO,.B.E., D M. Inst. C.E. PART I.-INVESTIGATION O F THE PEOBLEYS. ENGINEERwSho are chiefly concerned with structures of steel are fortunate in dealing...

... ON THE JOHORE CAUSEWAY. 25l line of railway between the town and port of Singapore and Woodlands on the Johore Strait,communication with the town of Johore Bahru, which is the chief town in the Stateof Johore andis situated almost opposite to Woodlands, being effected by a service of ferry launches. I n 1909...

... in effect, assumes that thE free oscillation of his girders are infinitely rapid, leads to stat,cs of vibmtion which cannot occur in pract,ice. A brief article by Professor S. P. Ti~noshenkog~ives a yowerful method of expressing the oscillation set up in a girder due t o a pulsating moving load in the form...

...R F GRANTHAM ENGLAND UK 42 GKANTIIABI ON THE EFSECT OF GKOYNING UPON [Bliuuter;of (Paper No. 4465.) The Effect of Groping upon Some Parts of the English Coast. By RICHARFDUGEGRANTHAM, M. Inst. C.E. IT is generally recognized that groynes arethe most important works necessary...