... of which was of very heavy construction and was specially designed in Sydney. Also the Government of New South Wales desired that * Other Papersdescribing different aspectsof the work on the Sydney Harbour Bridge are :- Sydney Harbour Bridge: Design of Structure and Foundations, by Ralph Freeman, M...

...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...

...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...

... STRUCTURAL STEELWORK PAINTS COATINGS SCALE REMOVAL PLATES SHIPBUILDING PAINTING ANODIC CATHODIC KINETICS [Extra Meeting.] EVANS ON TEE CORROSION PROBLEM. 445 EXTRA MEETING. 3 May, 1932. Sir CYRILREGINALD SUTTON KIRKPATR,ICB, Presidell$ in the Chair. THE JAMES FORREST LECTURE, 1932...

...D H REMFRY © Thomas Telford and ICE 1924 MINISTRY OF TRANSPORT INTERACTION BRIDGEWORKS DECKS SYSTEMS MAIN GIRDERS MODIFICATION STRESS BRIDGES STRUCTURES BEHAVIOUR STRUCTURAL STRENGTH FIXING INDUCED RAILS METHODS ACTION CALCULATIONS ENDS RAILWAYS LOADS MEMBERS...

... to, the lowerboom of the main structure. In the central girder spans the four troughs are carried on cross transoms spanning between the lower booms of the main girders. Between the rail-troughs,buckledplating & inchthick, riveted t o the bottom flange of the troughs, closed the floor. The footpaths on the outside...

...F ELGAR; J FORREST PROBLEMS DESIGN PROPULSION SHIPS LOADING SAFETY DEPTH WATERTIGHT COMPARTMENTS STABILITY STRENGTH STRUCTURAL SHIPPING SPEED PROPELLERS STEAM TURBINES INTERNAL COMBUSTION ENGINES ROLLING PITCHING VIBRATIONS SEA RESISTANCE STEAMERS SCREWS Extra ELGAR...

...NATIONAL PHYSICAL LABORATORY © Thomas Telford and ICE 1904 NATIONAL PHYSICAL LABORATORY STRUCTURAL STEEL PLATES TENSILE BARS TESTS ELONGATION COMPOSITION MILD EXPERIMENTS Papers.] TEE STRUOTURE OF STEEL PLATEB. 411 (Paper No. 3481.) Differences in Structure of certain...

...H H WEST © Thomas Telford and ICE 1897 MATERIALS STRUCTURAL STRENGTH DURABILITY MERCHANT SHIPPING SHIPS SHIPBUILDING WORKMANSHIP 208 CONFEENRGEINECEER. ING [Conference ship 14 knotadditional speed could be obtained if theweight saved on hull were put into machinery, while...

... of the normal hardenedand annealed steels undercompression, and of the normal and annealed steels under tensile stress. [THE INST. C.E. VOL. CXXIII.] IC 130 ARX'OLD ON THE INFLUEKCE OF CARBON ON IRON. [nxinutes of 5 . The micro-structures of thevarious steels inthe normal annealed and hardenedconditions. 6...

... fromvarious authorities,and from personal experience. There is, of course, no such thing as a fire-proof structure, if the phrase be taken in a strictly literal sense, no known shbstance being able toresist a change of state when submitted to theaction of intense heat. Inthe present Paper it isintendedthatthe...

...E MATHESON THE INSTITUTION OF CIVIL ENGINEERS. SESSION 1881-82.-PART 111. SECTIMINUTES O F PROCEEDINGS. 28 February, 1882. EDWARD WOODS, Vice-President, in the Chair. (Paper No.1851.) Steel for Structures. By EWINGMATHESONM,. Inst. C.E. DURINthGe list ten years the use of steel has increaeed so...

...E WOODS; I L BELL; A T WALMISLEY; J D A SAMUDA; A B W KENNEDY; W H WHITE; SIEMENS; M A ENDE; J R RAVENHILL; SIR J HAWKSHAW; W PARKER; B BAKER; W H THOMAS; D CAMPBELL; E MATHESON © Thomas Telford and ICE 1882 STEEL STRUCTURES IRON STRENGTH CORROSION RUST ANNEALING ELASTICITY...