... REINFORCED CONCRETE PIERS TIDES FLOW TIDAL BERTHING HYDROSTATICS PRESSURE PORTAL BEAMS DAGENHAM RIVER THAMES UK Correspondence. Mr. OVE &UP stated that as Chief Engineer to Messrs. Christianihh Amp. and Nielsen, who in the early part of 1930 submitted five different proposals...

...G S JACOB © Thomas Telford and ICE 1930 DOCKYARDS WIDENING BASINS ENTRANCES DOCKS ACCESS RIVERS SHIPS CAMBER UNDERWATER PROTECTION BEAMS WORKS CAISSONS DAMS EXCAVATIONS EXTENSIONS SILLS WALLS FLOORS PUMPING PIPES SUBWAYS REMOVAL CONCRETE COSTS WARSHIPS...

... ESCALATORS RAILWAYS HALLS ROOFS ERECTION GIRDERS REINFORCED CONCRETE BEAMS SLABS PICCADILLY LINE PICCADILLY CIRCUS LONDON UK Proceedings.] DISCUSSION O N PICCADILLCYIRCUSSTATION. 18I Discussion. The PRESIDENinT,moving the vote of thanks, remarked that The President the members...

... BRIDGES STRESS GIRDERS SAFETY HAMMER BLOWS DEFLECTION LOCOMOTIVES SPEED RECORDERS INSTRUMENTS BEAMS VIBRATIONS LOADS FREQUENCY OSCILLATIONS EQUATIONS FATIGUE RENEWAL STRENGTHENING WEIGHT LIMITS ELASTIC RESONANCE NEWARK DYKE BR. INDIA 80 DISCUSSION ON IMPACT IN RAILWAY...

...H N COLAM INDIA © Thomas Telford and ICE 1929 MADRAS & SOUTHERN MAHRATTA RAILWAY REGIRDERING RAILWAYS BRIDGES BEAMS GIRDERS FLOODS SPANS SPEED RIVETS LOADS KRISHNA RIVER ~roceec1ings.1 COLAM ON REGIBDERISG A RAILWAY-BRIDGE. 25 1 (Paper No. 4697.) fr...

...T P M SOMERS GLASGOW RIVER CLYDE UK © Thomas Telford and ICE 1929 LONDON, MIDLAND & SCOTTISH RAILWAY BRIDGES DESIGN CONSTRUCTION SPANS PIPES MAINS STRUCTURES TEMPORARY STAGING RIVERS PIERS CAISSONS ABUTMENTS BEAMS SUPERSTRUCTURES MATERIALS PLANT...

...O FABER © Thomas Telford and ICE 1928 BUILDING RESEARCH STATION, WATFORD BRS PLASTIC YIELD SHRINKAGE PROBLEMS CONCRETE DESIGN STRESS TEMPERATURE CHANGE SAFETY STRUCTURES DEFORMATION CONCRETE EXPERIMENTS DEFLECTION BEAMS EXTENSOMETERS COMPRESSION STEEL ADHESION...

... PROBLEMS CONCRETE DESIGN STRESS ELASTIC STEEL COMPRESSION LOADING FLOW HUMIDITY BEAMS REINFORCED DEFORMATION PROPERTIES CRACKS ~roceedings.1 CORRESPONDENCE ON PROBLEMS OF CONCRETE. 95 Correspondence. Mr. HADDOCN. ADAMSobserved that the Paper plainly showed a .A ~ u I I ~ . that concrete...

...M F G WILSON; S M DIXON; E O WILLIAMS; F C LEA; H JACKSON; R N STROYER © Thomas Telford and ICE 1928 PLASTIC YIELD SHRINKAGE PROBLEMS CONCRETE DESIGN REINFORCED STRESS SAFETY DEFLECTION BEAMS COMPRESSIVE STRENGTH ELASTICITY 74 DISCUSSXOX ON PLASTIC YlELD, SHRINKAGE...

... BRIDGES IMPACT FORMULAE MATHEMATICS STRESS FLOORS SYSTEMS RAILWAYS LOADS VIBRATIONS MEASUREMENT COEFFICIENTS BEAMS TRAINS LOCOMOTIVES WEIGHT DEFLECTION STRINGERS RESEARCH HARMONIC TORSIONAL SPANS 294 CORRESPONDEKCE ON INTERACTION IN BRIDGEWORK [Minutes of Mr. Remfry. had only had...

...C E INGLIS © Thomas Telford and ICE 1924 THEORY TRANSVERSE OSCILLATIONS GIRDERS LIVE LOADS IMPACT ALLOWANCE BEHAVIOUR DYNAMICS APPLIED MATHEMATICS UNIFORM MASS SECTIONS DISTRIBUTION BEAMS RAILWAYS BRIDGES SINGLE TRACK FORCES EFFECT INERTIA SPEED PULSATING...

... where no immediate market existed for old rails, many of them could always beutilizedon the railwayitself, apart from thetrack. On the Cape lines old rails were used for fence-posts, veranda-posts, beams for culverts, etc. There was no doubt that heavy gradients were economical for mountainous districts...

... being sent on to the bridge with the waybeamsfixed in position.Previous tothe renewal of the timber waybeams in 1906, the rails were fixedto 12-inch by Eifr-inch teak beams, which restedon 5-inch teakblocks spaced2 feet 8 inches apart, the spaces between these blocks being filled with creosoted pine...

...H STRINGER © Thomas Telford and ICE 1923 PEKING MUKDEN RAILWAY REINFORCED CONCRETE RAILWAYS COUNTRIES DEVELOPING REINFORCEMENT EXPERIMENTS RAILS SLABS CALCULATIONS NEUTRAL AXIS MOMENTS RESISTANCE TESTS BEAMS FAILURES ADHESION BRIDGES PILES PIPES PEKING...

... from h t c h e s of concrete to be actually used i n t h e c o n s t r u c t i o n of vessels. Thivsariation in strengthwts considerable ; but a percentage variationof equal amount in the elastic limit of steelusedinship constructionis not unknown. A sfeurirethser wmewraediteh 3of tests -i beams !1 I...

...W J E BINNIE; G W BRENAN; C FOWLING; B C LAWS; C S MCNEILL; J T MORRIS; J WILLIAMSON; T B ABELL REINFORCED CONCRETE SHIPS CONSTRUCTION SHIPBUILDING TESTS WATERPROOFING BEAMS STRENGTH ABSORPTION PERMEABILITY WATER VESSELS WAR BARGES TUGS STRESS TENSILE REINFORCEMENT CRUSHING...

... WATERTIGHT WATERPROOFING BEAMS CEMENT EXPERIMENTS LABORATORIES CUBES VESSELS AGGREGATES GRAVEL CRACKS WEBS FLANGES ELASTIC LIMITS WAR Proceedings.] DISCUSSION ON CONCRe'l'E FOR SITIP-CONSTRUCTION. 259 Discussion. Tho 1'nEsInICNT niovcd a vote of thanks to the Author for his The President...

...S O LIMBY © Thomas Telford and ICE 1917 NEW SHANGHAI BUILDING & CONSTRUCTION REINFORCED CONCRETE TELEPHONES EXCHANGES BUILDINGS FOUNDATIONS LOADS STRESS BEAMS COLUMNS FLOORS STEEL SHANGHAI CHINA ASIA Fapers.1 LIMEY ON TELEPHONE-EXCHANGE AT SHANGHAI. 387...

...F C LEA © Thomas Telford and ICE 1915 INFLUENCE DIAGRAMS ARCHES RIBS HINGES TWO HINGED EQUATIONS BEAMS CURVED SPANS BENDING MOMENTS SECTIONS PARABOLIC SHEAR MEMBERS BOOMS STRESS LOADS SEGMENTAL CONSTANT LATTICE LEA ON INFLUENCE DIAGRAMS FOR AN ARCH-RIB. 347 Papers...

... STEELWORK EFFECT FROST COLD WEATHER CONCRETING FREEZING HARBOURS TESTS LOADS PILES RAILWAYS JETTIES TEMPERATURE RAILS REINFORCEMENT COSTS SAVING ECONOMICS WROUGHT IRON PIERS PITTING DETERIORATION STRESS VIADUCTS BEAMS HENNEBIQUE LIME BRIDGES EXPERIMENTS CLIMATE TROPICS WATER...