...ALL BAKER; J E WARDROPPER; G KILNER; H J COWAN; R KANJANAVANIT; F J SAMUELY STRUCTURAL RESEARCH REINFORCED CONCRETE APPLICATIONS DESIGN BONDS BEAMS BONDED NON BONDED HIGH TENSILE STEEL HINGES ULTIMATE STRENGTH PORTAL STRESS STRAIN © Thomas Telford and ICE 1951...

...G ROBERTS; A J S PIPPARD; R TUBBS; A G PUGSLEY; J D VAUGHAN; G P MANNING; B G SMITH; H SHIRLEY SMITH; H S SMITH; R S JENKINS; T O LAZARIDES © Thomas Telford and ICE 1951 DOME OF DISCOVERY DOMES FESTIVALS STRUCTURAL DESIGN PROBLEMS ANALYSIS STRESS ARCHITECTURE FRAMES ERECTION...

...A G PUGSLEY; G G MEYERHOD; J V DU PLESSIS; S K GHASWALA; J DWEN LAKE; J O LAKE © Thomas Telford and ICE 1951 SAFETY STRUCTURAL ENGINEERING CREEP STRENGTH DEFORMATION CHARACTERISTICS LOADS FACTORS xlviii CORRESPONDENCEONCONCEPTS OF CORRESPONDENCE ON A PAPER PUBLISHED IN MARCH...

...G ROBERTS; C MARSH UK LONDON DOME OF DISCOVERY FESTIVALS DOMES STRUCTURAL DESIGN CURVATURE STRESS © Thomas Telford and ICE 1951 CORRESPONDENCE ON THE STRUCTURAL DESIGN OF THE lxxix DOME OF DISCOVERY, FESTIVAL OF BRITAIN, 1951 CORRESPONDENCE ON A PAPERPUBLISHED...

...G ROBERTS; SIR R FREEMAN FREEMAN DOME OF DISCOVERY DOMES FESTIVALS STRUCTURAL DESIGN ALUMINIUM ALLOYS FRAMEWORK RIBS RINGS GIRDERS SOLUTIONS PROBLEMS STRESS ANALYSIS MATERIALS SELECTION LOADING WIND MODELS LOADS TESTS SNOW MEASUREMENT LONDON SOUTH BANK...

...A G PUGSLEY; W H CLANVILLE; A A L BAKER; F G THOMAS; W TYE; M R HORNE; T P O SULLIVAN; G W ROOKE; K HAJNAL KONYI; N G SIMPSON; J D NORTH; P B WALKER © Thomas Telford and ICE 1951 SAFETY STRUCTURAL ENGINEERING RISKS FAILURES STRUCTURES AIRCRAFT STATISTICS AERONAUTICS FACTORS...

...A G PUGSLEY © Thomas Telford and ICE 1951 SAFETY STRUCTURAL ENGINEERING MARGIN CONSTRUCTION FACTORS HISTORY PROBLEMS LOADS ACCIDENTS RISKS STATISTICS PROBABILITY CASTINGS MASONRY CAST IRON WROUGHT MILD STEEL REINFORCED CONCRETE FLOORS WIND BUILDINGS FATIGUE...

...A L L BAKER; G WILSON; F G THOMAS; J W RODERICK; F WALLEY; J F BAKER; R S JENKINS; J M PRENTIS; K HAJNAL KONYI; W E J BUDGEN; G P MANNING; A C VIVIAN; K A EVERARD; M R HORNE; E H BATEMAN; J A DERRINGTON 298 BAKER ON RECERNETSEARCH IN REINFORUED 4. R. Gartner, Statically Indeterminate Structures...

... TESTS METHODS MEASUREMENT STRAIN GAUGES MACHINERY INSTRUMENTATION SIMULATION LOADS DEFORMATION MEMBERS HINGES RECTANGULAR SECTIONS SHEAR EXPERIMENTS ANCHORAGES STRUCTURAL STRUCTURES CARRYING CAPACITY 262 BAKER ON RECENT RESEARCH I N REINPOECED STRUCTURALAND BUILDING...

... camethrough the floor, or sparrows hopped through holes in the web. Clearly something more durable than ordinary structural steel waa needed. The Authors had shown that 5 per cent. of copper added 30 per cent. to the &-resisting properties, but waa thereany prospect of a steel which would give a much longer...

...E FREYSSINET © 1950 Thomas Telford Ltd 1950 PRESTRESSED CONCRETE APPLICATIONS THEORY METHODS PRESTRESSING PRESTRESS CONTINUOUS STRUCTURES BEHAVIOUR PROPERTIES SAFETY MARGIN TRANSFORMATION LOADS DESIGN MAKING MANUFACTURE COLLOIDAL EMULSIONS PROBLEMS USE CABLES CREEP...

...B F SAURIN; A MCDONALD; J P PORTER STRUCTURAL DESIGN REINFORCED CONCRETE PILES REINFORCEMENT TAPERS TRANSVERSE LOADS ON A REINFORCED-CONCRETE TIED-ARCH BRIDGE. 551 placing concrete which would conform to the qualityrigidly laid down was extremely difficult and was, therefore, of high...

...P H WATSON © 1949 Thomas Telford Ltd 1949 AIRPORTS AIRCRAFT DESIGN CONSTRAINTS AIRFIELDS AEROPLANES DESIGNERS PROBLEMS CHARACTERISTICS LENGTH RUNWAYS WIDTH PERIMETER TRACK LAYOUT SLOPES SURFACES STRENGTH AERODYNAMICS STRUCTURAL MECHANICAL AERONAUTICS LOADING TYRES...

... STBUOTURAL MATERIALS. Apart from the routine tests of materials carried out toensure general conformity to specification, others of a special character were called for by the unusual nature of the structure. Among these were the following :- l. Teats of ties and strutscompounded before and afterapplication...

...J L MATHESON; R J CORNISH; A J FRANCIS; S J MAZUR; E SHEPLEY © Thomas Telford and ICE 1945 PROBLEMS SWAY COMPLICATED RIGID FRAMES METHODS CALCULATIONS DEFORMATION EQUATIONS STRUCTURAL ANALYSIS MOMENTS DISTRIBUTION MULTI STOREY SLOPING LEGS CORRESPONDENCE ON DREDGING...

... RAILWAYS UNIVERSITIES METHODS COSTS MATERIALS STANDARDS REINFORCED CONCRETE STRUCTURAL DESIGN UK USA DISCUSSION ON C I V ~ENGINEERING RESEARCH AND ITS FUTURE. 245 Discussion. The President, in moving a vote of thanks to the Author, said that many members had been delighted when he had...

...Y L CHANG © Thomas Telford and ICE 1944 BENDING MOMENTS EPSTEIN CLAPEYRON FIDLER HARDY CROSS METHODS CONTINUOUS STRUCTURAL SYSTEMS ACCURACY ADAPTABILITY DESIGN EQUATIONS SLOPES DEFLECTION 94 YO-LICNHAGNG ON UNIFIED MOMENT COEFFICIENTS. Paper No. 5401. Unified Moment...

...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...

..., REINFORCED, AND Q denotes initial pre-stressing force. R . residual pre-stressing force. f7 ,, residual pretensile stress in steel. INTRODUCTION. WHENtwo materials, each perfectly elastic within the range of working stress, are used in combination to form a structural element, the stresses set up...

...G L GROVES © Thomas Telford and ICE 1943 LONDON PASSENGER TRANSPORT BOARD MESSRS. KINNEAR MOODIE & CO MESSRS. BALFOUR BEATTY & CO LTD TUNNELS LININGS REINFORCED CONCRETE MATERIALS BRICKWORK TIMBER MASONRY CONCRETE STRUCTURAL STEEL CAST IRON REINFORCED...