...Y REN JIE Proc. Instn Ciu. Engrs, Part 2, 1991, 91, June, 203-214 STRUC9T65U5PRAAPLER AND BUILDING BOARD Multi-storeyed long-span factory building with twin arch truss structure YU REN-JIE* Introduction In the middle and late 1970s, on the basis of experimental data, a new structural system...

...A R BURDEN © Thomas Telford and ICE 1991 TOKYO UNIVERSITY MODERN SUSPENSION BRIDGES DESIGN LONG SPAN SUPERSTRUCTURES SPANS TREATMENT VISUAL AESTHETICS HUMANISTIC STRUCTURES MATERIALS EARTHQUAKES LOADING INFLUENCE STEEL CABLES WIND ARTICULATION FORMS JAPAN...

...AA DUMANOGLU; RT SEVERN © Thomas Telford and ICE 1989 BRISTOL UNIVERSITY SEISMIC RESPONSES SUSPENSION BRIDGES ASYNCHRONOUS LONGITUDINAL LATERAL GROUND MOTION FINITE SPEED TRAVEL EARTHQUAKES EFFECT LONG SPAN FLEXIBLE TOWERS INCLINED HANGERS BOX DECKS INPUT...

... of long span suspension bridges and so check the values used in design. 120. Although not mentioned in the Paper, a three-man team from the Building Research Establishment (BRE) also carried out ambient vibration tests on the Humber Bridge at the same time as the team from Bristol University. The BRE...

... of travel of seismic excitation between the four ground support points of long-span suspension bridges is considered. The S16E component of the Pacoima record of the San Fernando (1971)earthquake is used, with speeds varying between 250 m/s and 2000 m/s. It is applied to the Bosporus and Humber bridges...

... and reliability, Sept. 1&15 1085, Cincinnati, OH, H-332. 639 DESIGN LARGE DIAMETER TUBULAR CONVEYORS GALLERIES WALLS THIN COAL TUBES LOADS MATERIALS STEEL STRESS ERECTION FABRICATION ANALYSIS METHODS SYSTEMS BUCKLING CIRCULAR SUPPORTS STRENGTH SADDLES LONG SPAN CONSULTEC LTD...

...AAW BUTLER; H TOTTENHAM; RS COLQUHOUN; P BROUGHTON; PB AHM; HA BUCKHOLDT; E HAPPOLD © Thomas Telford and ICE 1973 LONG SPAN STRUCTURES STIFF LOADS CABLES BEAMS TENSILE CURVATURE ROOFS NETS MODELS 7559 DISCUSSION Long span cable roof structures A. A. W. BUTLER D r P...

...A A W BUTLER USA © Thomas Telford and ICE 1972 OSCAR FABER LONG SPAN STRUCTURES CONSTRUCTION TWO LAYER CURVATURE SHELLS ARENAS CLADDING CABLES SPANS COSTS NETS BEAMS SYSTEMS METHODS HEATING ROOFS DESIGN PREDICTION DOUBLE RINGS STADIA PROBLEMS VENTILATION...

...CVJ SIMPSON; CULMANN The following is a summary of a paper to be published as asupplement t o the Proceedings. For detailsof h o w to order see the News Section of this issue. CULMANN TRAVELLING SCHOLARSHIP ESSAY Modern long span steel bridge construction in Western Europe A brief outline...

...H SHIRLEY SMITH; HS SMITH © Thomas Telford and ICE 1968 HISTORY BRIDGES ERECTION RELATIONS INSTITUTIONS LONG SPAN SAFETY DESIGN LABOUR PRESIDENTS PRESIDENTIAL ADDRESS 1967 Hubert Shirley-Smith, CBE, FCGI, FIC, BSC (M) President 1967-68 IN 1968 theInstitution of Civil Engineers...

...D E WALSHE; G W MORLEY; T A WYATT © Thomas Telford and ICE 1967 ASSOCIATED BRIDGE BUILDERS IMPERIAL COLLEGE NATIONAL PHYSICAL LABORATORY AERODYNAMICS PROCEDURE DESIGN INVESTIGATIONS SEVERN BRIDGE DECKS SUSPENSION BRIDGES ERECTION BOX LONG SPAN FORTH SEVERN...

... design which wouldresult in appreciable horizontal reactions from dead and live load on the footings, if feasible at all, would prove very costly, thus ruling out suspension bridges and true arches. 32. Postwar developments in the designof long-span steelbridges have shown that considerable savings...

... INDUCED RESTRAINT RIGID PLASTIC STRIP APPROXIMATION EMPIRICAL DEFLECTION TESTS SPANS RATIOS LONG SPAN SHORT SPAN SHORT LONG DEPTH REINFORCEMENT FORCES TRANSLATION EXPERIMENTS EQUATIONS DESIGN Paper No. 6705 ULTIMATESTRENGTH OF RECTANGULARCONCRETE SLABS UNDER SHORT...

...A G DAVENPORT © Thomas Telford and ICE 1962 WESTERN ONTARIO UNIVERSITY RESPONSES SLENDER THIN STRUCTURES GUSTS WIND RANDOM SERIES EMPIRICAL DATA ATMOSPHERIC TURBULENCE LOADING LONG SPAN OVERHEADS POWER LINES BRIDGES SUSPENSION TALL MASTS STACKS STATIC...

... the deck co-operate fully with the bridge girders had been used, such as an in-situ concrete slab or a steel deck system. The in-situ concrete deck was often too heavy in long-span bridges; for economy, a lighter deck system with similar load distribution and interacting properties was required. This could...

...Y GUYON; FREYSSINET © Thomas Telford and ICE 1957 LONG SPAN BRIDGES CONCRETE PRESTRESSED SPANS FREYSSINET CONTINUOUS BEAMS PORTAL GIRDERS ARCHES MATERIALS SECTIONS ABUTMENTS DESIGN PIERS FOUNDATIONS FRAMES CABLES HINGES JOINTS IN SITU PRECAST COSTS LONGITUDINAL...

...Y GUYON; FREYSSINET; AJ HARRIS; DH LEE; JAN LEE; K HAJNAL KONYI; A GOLDSTEIN; RS KERENSKY; EWH GIFFORD; RS JENKINS; PB MORICE; EM LEWIS; AW HILL © Thomas Telford and ICE 1957 LONG SPAN SAFETY LOADS BRIDGES FREYSSINET SPANS STRUCTURES FRAMES CABLES PORTAL TRIANGULATION BENDING...

... with considerable feeling as well as experience, because he had spent a considerable part of his working life in designing long-span suspension bridges such as those describcd in the Paper, which it had been expected would be built but which never had been built and perhaps never would be. I n 1928 he had worked...

...H D MORGAN; V F BARTLETT; H S SMITH; E W W RICHARDS © Thomas Telford and ICE 1956 TOLLS HIGHWAYS ECONOMICS CONSTRUCTION ROADS BRIDGES FORECASTS TRAFFIC FINANCE MANPOWER MATERIALS TUNNELS CROSSINGS LONG SPAN REVENUE LAYOUT DESIGN HUMBER BRIDGE MERSEY TUNNEL MERSEY...