.... PINKNEY, MA, MSc,DIC, MIStructES The design and construction of a 1:12 scale prestressed concrete spine beam model of an elevated highway intersection is described. The model represents a four-lane carriageway bifurcating into three- and two-lane spans, and is of typical single and double box girder...

... and prestressing of a large-scale, prestressed concrete spine beam, bifurcated bridge model. In this Paper the results of the testing, which included patch loads, distributed lane loads and anultimate load test, are presented. All test results are described qualitatively and theaccuracy of the results...

... MACHINERY CUTTERS COAL RAILWAYS ECONOMICS DIVERSION ROUTES GROUTING SINKING TRANSPORT SURGES BUNKERS CONVEYORS BELTS DRIFT ROADS SPINE SUBSIDENCE TUNNELS DRIVING PUBLIC INQUIRIES SELBY YORKSHIRE NORTH YORKSHIRE UK Proc. InstnCiu.Engrs, Part 1, 1985,78,Apr., 379-387...

...AB TEMPLEMAN; SK WINTERBOTTOM; D BOND; AM ABBAS © Thomas Telford and ICE 1979 OPTIMUM DESIGN CONCRETE CELLULAR BEAMS BRIDGES SPINE COSTS Proc. Instn Ciu. Engrs, Part 2, 1979, 67,Dec., 1133-1 135 8182 DISCUSSION Optimum design of concrete cellular spine beam bridge decks A. B...

...AB TEMPLEMAN; SK WINTERBOTTOM Proc. fnstn Ciu. Engrs, Part 2, 1979,61, June, 389-409 8182 Optimum design of concrete cellular spine beam bridge decks A. B. TEMPLEMAN, BEng, PhD+ S. K. WINTERBOTTOM, BEng, PhDt An investigation is described into the minimum cost design of concrete cellular spine...

...). Application of the method to the study of stress distribution in multi-cellular bridge decks is also reported. The practical use of FISBOB is illustrated by the analysis of a post-tensioned spine box bridge. Notation bridge span flexibility matrix force matrix for mth harmonic rnth harmonic total number...

...KJ JOYNER; ZS MAKOWSKI; RG TAYLOR; BOAC © Thomas Telford and ICE 1970 BRITISH OVERSEAS AIRWAYS CORPORATION BOAC SURREY UNIVERSITY STEWARTS AND LLOYDS LTD STRUCTURES BOEING 747 AEROPLANES TUBULAR FRAMES COSTS SPINE LATTICE DESIGN MODELS FACTORS JOINTS CONTROL HANGARS...

... Norman and Dawbarn was thus free in the structural design to anticipate in 1956 the provisions of subsequent Codesof Practice relating to composite design. 7. Thebuildinghasa main spine nine storeys highwith projecting six storey wings linked by a series of portal frames. The framework is shown in Fig. 1...

... FLYOVERS LAYOUT TRAFFIC MANAGEMENT TRANSPORT CITIES DESIGN BRIDGES AESTHETICS HANDLING PRECAST BEAMS SEGMENTS GANTRIES PLACING CANTILEVER SPINE MODELS TESTS SITE INVESTIGATION FOUNDATIONS DYNAMICS PENETROMETERS PIERS ROADS HEATING MEASUREMENT ACOUSTICS GAUGES STRESSING STRANDS...

...SIR J RAWLINSON; P F STOTT LONDON COUNTY COUNCIL G MAUNSELL MARPLES RIDGWAY FLYOVERS VIADUCTS CONSTRUCTION PRECAST PRESTRESSED CONCRETE SPANS CENTRAL COLUMNS DECKS STRUCTURES SPINE SUPERSTRUCTURES BEAMS SPINAL CANTILEVER BENDING TORSION TRANSVERSE EXPANSION...