...Y REN JIE © Thomas Telford and ICE 1991 ZHEJIANG DESIGN INSTITUTE MULTI STOREYED LONG SPAN FACTORIES BUILDINGS ARCHES TWIN ARCH TRUSSES STRUCTURES SYSTEMS STRUCTURAL PRESTRESSED CONCRETE TALL MULTI STOREY RIBS TIES BEAMS TIE BEAMS FRAMES LOADS BEARING EXPANSION...

...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 SEISMIC RESPONSES SUSPENSION BRIDGES ASYNCHRONOUS LONGITUDINAL LATERAL GROUND MOTION FINITE SPEED TRAVEL EARTHQUAKES EFFECT LONG SPAN FLEXIBLE TOWERS INCLINED HANGERS BOX DECKS INPUT CALCULATIONS PLANAR FINITE ELEMENTS MODELS NODAL DEGREES...

...J M W BROWNJOHN; A A DUMANOGLU; R T SEVERN; C A TAYLOR; J D LITTLER; J R MAGUIRE © Thomas Telford and ICE 1988 AMBIENT VIBRATIONS MEASUREMENT SUSPENSION BRIDGES TESTS NATURAL FREQUENCIES LONG SPAN FREQUENCY CALCULATIONS MOTION CHARACTERISTICS MODES SHAPE ACCELEROMETERS...

...AA DUMANOGLU; RT SEVERN © Thomas Telford and ICE 1987 BRISTOL UNIVERSITY SEISMIC EARTHQUAKES GROUND SUPPORTS SUSPENSION BRIDGES LONG SPAN SPEED HANGERS INCLINED HUMBER BRIDGE TOWERS PROPAGATION METHODS DYNAMICS DISPLACEMENT STRESS FORCES BOSPORUS HUMBER...

... LONG SPAN TURALGC Proc. Instn Civ. Enyrs, Part I , 1986,80,June, 633-'639 8833 GROUP Design aspects of large-diameter tubular conveyor galleries H. M. HAYDL, PhD, PEng* The Paper discusses and summarizes some important design aspects of thin-walled, largediameter tubular galleries. Introduction...

...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 7559 Long span cable rsotorfuctures A. A. W. BUTLER, BSc, MICE, FIStructE,MlnstHE' Roofspans of 100 to 150m are nowcommoninAmerican sports stadia and to accommodate audiencesof up to 100000 it is likelythat, both in the US and Europe, spans of 250 or 300 m will be required within...

...CVJ SIMPSON; CULMANN EUROPE MODERN STEEL LONG SPAN BRIDGES SPANS CONSTRUCTION FREEMAN FOX & PARTNERS © Thomas Telford and ICE 1969 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...

...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...

... February, 1965, and willbepublishedafter June 1965. Contributions should not exceed 1200 words.-SEC. BRIDGES RIVERS ARCHES SPANS APPROACHES SUBSOIL CONDITIONS PILES FOUNDATIONS DESIGN CONSTRUCTION LONG LONG SPAN STEEL PIPES PREBORED HOLES SUPERSTRUCTURES STIFFENED TIED STIFFNESS...

... long span to short span ratios, span to depth ratios, and reinforcement contents. The theory shows that Johansen syield-line theory grossly under-estimates the ultimate strength of slabs with boundary conditions which induce significant membrane stresses. NOTATION X , Y = Rectangular co-ordinates...

...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...

... COUNTRIES DEVELOPING GIRDERS COMPOSITE ACTION INTERACTION LONG SPAN STRINGERS PLATES DESIGN ECONOMICS ORTHOTROPIC WELDED HIGH TENSILE FOUNDATIONS BORED PILES LARGE SPANS BENOTO UNDERWATER CONCRETING FABRICATION SUPERSTRUCTURES ASPHALT PIERS SHEETPILING BOX INTEGRAL THIN LAYERS...

... economies are obtained by the use of continuous bridges with unequal spans. The range of applicability of such solutionsdepends on the ratio short span/long span, i.e., on the degree of fixity realized a t the ends of the long span. When this ratio becomes as low as 0.3 the bridge may be considered as 95...

...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...

...H D MORGAN; V F BARTLETT; H S SMITH; E W W RICHARDS TOLLS HIGHWAYS ECONOMICS CONSTRUCTION ROADS BRIDGES FORECASTS TRAFFIC FINANCE MANPOWER MATERIALS TUNNELS CROSSINGS LONG SPAN REVENUE LAYOUT DESIGN HUMBER BRIDGE MERSEY TUNNEL MERSEY TUNNEL LIVERPOOL BIRKENHEAD SEVERN...

... and the Figure in the text have been prepared. Discussion Mr GilbertRoberts (Partner, Messrs Freeman Foxand Partners, Consulting Engineers) said that he couldspeak with considerable feeling as well as experience, because he had spent a considerable part of his working life in designing long-span suspension...