...J G WELSH © Thomas Telford and ICE 1951 LATERAL LOADS HIGH ARCHES METHODS ESTIMATING TRANSVERSE DEFLECTION STATIC INDETERMINATE FORCES COMPONENTS WELSH ON LATERAL LOAD ON HIGH ARCHES 551 Paper No. 5790 l Lateral Load on High Arches by JOHNGRAJUMWELSH, B.Sc., A.M.I.C.E...

... WAY RIVERS PIERS PUMPHOUSES WATER SUPPLY ERECTION TEMPORARY TESTS STATIC LIVE LOADS DEFLECTION COUNTRIES DEVELOPING FOUNDATIONS PIERS CAISSONS SUPERSTRUCTURES CHORDS TENSION MEMBERS SERVICES CONCRETE LOADING BAGHDAD RIVER TIGRIS IRAQ MIDDLE EAST JOURNAL...

... LOADS PROBABILITY LOADING DESIGN OVERHEAD TRANSMISSION LINES CONDUCTORS LEVELS ECONOMICS EFFICIENCY DEFLECTION CURVES LIVE DEAD BEARING PRESSURE EFFECT STATIC SIZE STRENGTH METALS REINFORCED CONCRETE PUGSLEY ON CONCEPTS OF SAFETY IN STRUCTURALENGINEERINQ 31 38. A. M...

...A L L BAKER Synopsis The Paper presents a general plastic theory for the solution of statically indeterminate reinforced-concrete frameworks, and also for calculating the ultimate strength in bending of reinforced-concrete and pre-stressed-concrete beams, of both bonded and non-bonded types...

...G WILSON; A S E ACKERMANN; F L CASSEL; W T MARSHALL; P W ROWE; G P TSCHEBOTARIOFF; R J C TWEED; PAVRY; R E GIBSON; A A YASSIN © 1950 Thomas Telford Ltd 1950 BEARING CAPACITY SCREWPILES PILES SCREWS CYLINDERS SCREWCRETE ULTIMATE PROBLEMS STATIC DYNAMICS EMPIRICAL FORMULAE...

...M R HORNE; R M HAYTHORNTHWAITE; P S SYMONDS; R G ROBERTSON; R W STEED; B G NEAL; A L L BAKER; H PARLAND © 1950 Thomas Telford Ltd 1950 PLASTIC THEORY STRUCTURES FRAMEWORK FAILURES MODES COLLAPSE DEFLECTION DEFORMATION REINFORCED CONCRETE ANALYSIS STATIC INDETERMINATE...

...M L J DE MARASSE-ENOUF RAILWAYS TRACK DESIGN STRAIGHT CURVED POINTS CROSSINGS STRESS CALCULATIONS CONDITIONS STATIC LOADS DYNAMICS IMPACT VEHICLES WHEELS WEIGHT DISTRIBUTION ROLLING STOCK TRAINS CARRIAGES WAGONS FLANGES BENDING RAILS TRAFFIC HIGH SPEED DE MARENOUF...

...A J OCKLESTON; J C BALLANTINE SOUTH AFRICA AFRICA © 1949 Thomas Telford Ltd 1949 EFFECT STATIC DYNAMICS LOADS REINFORCED CONCRETE BRIDGES TIED ARCHES RAILWAYS MODELS CORROSIVE SITES CORROSION ATMOSPHERE UMHLATUZI ZULULAND 550 CORRESPONDENCE ON THE DESIGN...

... AERODROMES AERONAUTICS UNDERCARRIAGES WEIGHT STATIC LOADING LENGTH LOADS WHEELS LAYOUT DESIGNERS THICKNESS PAVEMENTS FAILURES HARD STANDINGS SWIVELLING AIRLINES AVIATION OPERATORS PRESTRESSED PAVING LANDINGS IN RELATION TO AIRCDREASFIGTN. 493 the undercarriage ; that is, the all-up...

...A J OCKLESTON © Thomas Telford Ltd 1949 EFFECT STATIC DYNAMICS LOADS REINFORCED CONCRETE TIED ARCHES BRIDGES RAILWAYS RIVERS MODELS INVESTIGATIONS TESTS LOCOMOTIVES HAMMER BLOWS DEFLECTION FLEXURAL STIFFNESS DECKS METHODS VERTICAL VIBRATIONS SUPERSTRUCTURES LATERAL...

... Thomas Telford and ICE 1947 NEW PILING FORMULAE PILES CAPACITY CLAYS DRIVING LOADS CARRYING TESTS SAND GRAVEL DYNAMICS STATIC HILEY BEARING CAPACITY RESISTANCE MONKEYS DROP HAMMERS PREDICTION FAILURES SAFETY 522 CORRESPONDENCE ON A NEW PILING FORMULA. CORRESPONDENCE...

... engineer, Professor V. Timoshenko, had also been impressed by its value. The static loading of piles for test purposes was a verydifficult matter, especially as the real value of the bearing capacity of piles could not be obtained unless a group of, say, three piles was tested and,it was certain...

...L G SIMMS; A C VIVIAN © Thomas Telford and ICE 1945 ACTUAL ESTIMATES IMPACT RESISTANCE REINFORCED CONCRETE UNITS BENDING FAILURES TESTS DATA MEASUREMENT STATIC SLABS LOADING BEAMS LOADS ENERGY ABSORPTION CORRESPONDENCE ON ACTUAL BND ESTIMATEIMDPACT 427 RESISTANCEOF...

...L G SIMMS © Thomas Telford and ICE 1945 ESTIMATING IMPACT RESISTANCE REINFORCED CONCRETE BENDING ENERGY BEAMS EXPERIMENTS SLABS TESTS STEEL REINFORCEMENT STATIC LOADS DEFLECTION CURVES DAMAGE DEFORMATION JOURNAL OF THE INSTITUTION OF CIVIL ENGINEERS No. 4. 1944-45...

...C S CHETTOE; N DAVEY; G R MITCHELL © Thomas Telford and ICE 1944 STRENGTH CAST IRON GIRDERS BRIDGES STRUCTURAL METHODS ESTIMATES TESTS LOADS STRAIN GAUGES DEFLECTOMETERS LABORATORIES DEFLECTION COMPOSITE BEAMS THEORY STRESS STATIC LOADING DYNAMICS FATIGUE HISTORY...

...UNKNOWN © Thomas Telford and ICE 1943 DEVELOPMENT EMERGENCIES WATER SUPPLY DOMESTIC CAPACITY POWER UNITS MOBILE DISTRIBUTION TANKS STATIC BACTERIOLOGY STERILISATION SHORTAGES THEDEVELOPMENT OF EMERGENCY SOURCES OF WATER-SUPPLY. fl6 Paper No. 5335. The Development...

...W F CASSIE © Thomas Telford and ICE 1939 CONCRETE FATIGUE VIBRATIONS STRUCTURES LOADING STRESS FAILURES STRENGTH STATIC STRAIN DEFORMATION MATERIALS EXPERIMENTS CRACKS BEAMS SHRINKAGE SLABS STEEL YIELD CURING CASSIEONTHEFATIGUEOFCONCRETE. 165 Paper No. 5200...

... a r e inch. . . 'ltimate strength : tons per inch. - ~~ 17.3 27.9 0.543 17.66 28.0 Elongation : per cent. ~_ ~ ~~ 42.5 Reduction Of area : per cent. 65 42 64 Static Test. A static bending test wascarried out on the plaingirder 8.4. The load-deflexiondiagram from thetest is shown in Figs. 3...

...H J GOUGH; W A WOOD © Thomas Telford and ICE 1938 DEFORMATION FRACTURE METALS EFFECT X RAYS DIFFRACTION SPECTRA MILD STEEL STATIC LOADS FATIGUE LOADING EXPERIMENTS TESTS MATERIALS THE DEFORMATION AND FRACTURE OF METALS. 249 ORDINARYMEETING. 15 February,1938. WILLIAM JAMES...

...W E GELSON © Thomas Telford and ICE 1938 EXPERIMENTS LOCOMOTIVES SPRINGS BRIDGES IMPACT ALLOWANCE TESTING APPARATUS INSTRUMENTS CALCULATIONS PULSATING FORCES DAMPING LAMINATES LAMINATED LOADS INSTRUMENTATION TESTS STATIC OSCILLATIONS RAILWAYS GELSON ON EXPERIMENTS...