...C G THOMAS; S D BOURNE ROBERT BENAIM EDMUND NUTTALL RIVERS VIADUCTS CONSTRUCTION METHODS CONTRACTORS FOUNDATIONS CANTILEVER PLANNING SUBSTRUCTURES SUPERSTRUCTURES MULTISPAN CARRIAGEWAYS SINGLE ROADS BRIDGES VALLEYS BYPASSES CONCRETE BOX CULVERTS SINGLE SPAN...

...RJ WOODWARD; FW WILLIAMS © Thomas Telford and ICE 1988 TRRL WEST GLAMORGAN COUNTY COUNCIL. TRANSPORT AND ROAD RESEARCH LABORATORY BRIDGES COLLAPSE SINGLE SPANS SINGLE SPAN STRUCTURES SEGMENTAL POST TENSIONED DECKS FAILURES PRESTRESSED BEAMS CONCRETE JOINTS GROUTING...

...DJ CLARK; BJ WATERMAN; LRT © Thomas Telford and ICE 1986 LONDON UNDERGROUND LONDON REGIONAL TRANSPORT LRT RAILWAYS BRIDGES JUNCTIONS UNDERGROUND ACCESS RECONSTRUCTION CONSTRUCTION STEEL SINGLE SPANS SINGLE SPAN TRUSSES METHODS SUPERSTRUCTURES ERECTION TRACK SUPPORTS...

... and ICE 1974 DUNDEE UNIVERSITY APPLICATIONS ANALYSIS BRIDGES MULTISPAN SOLUTIONS FORCES VERIFICATION COMPUTERS STRESS DECKS DEFLECTION LOCAL MOMENTS FINITE STRIP CONCRETE SPANS SINGLE SPAN FLEXIBILITY INDETERMINATE THEORY PROGRAMS DISTRIBUTION POST TENSIONED LONGITUDINAL...

...PA LOWE; AR FLINT 7351 Prediction of collapse loadings for composite highway bridges P. A. LowE. PhD, DIC, AMEIC' A. R . FLINT, PhD, FICE, FlStructEt A theoretical and experimental investigationnto the collapse behaviouorf single-span, simplysupported,skew,compositesteelgirdersanddeck slab...

...,includingmonolith quay works,anovel type of transit shed with a 200 ft wide mono-pitch roof, and ancillary works. Then are described two roll-roonl,l-off berths in jetty construction on the opposiotef thseide new dock, and a 189 ft single-span welded steel-framed transit shed. Stages I1 and 111 of thebranchdockare...

... SYNOPSIS The Paper describes the history and constructionof a large single-span road bridge acrossthe floodedVltavavalleyin Central Bohemia. The original 'proposal for thebridge was made in 1940, but post-war developments necessitated a n t w design. The bridge consists of a 1083 ft span steel arch rising...

...L R L WANG © Thomas Telford and ICE 1966 RENSSELAER POLYTECHNIC INSTITUTE BEAMS ELASTIC ENDS RESTRAINT INFLUENCE EDGES DESIGN SINGLE SPAN CONDITIONS PLASTIC PRISMATIC Synopsis Paper No. 6983 BEAM WITH ELASTIC END RESTRAINTS by L. R-L. Wang, %.D., M.S.C.E., B.S.C.E...

...L F STEPHENS © Thomas Telford and ICE 1966 UNIVERSITY COLLEGE DUBLIN SIMPLE MODELS SOLUTIONS SUSPENSION BRIDGES PROBLEMS PROCEDURE BENDING MOMENTS STIFFENING GIRDERS STIFFENED INDIRECT METHODS LOADS CABLES TENSION DEFLECTION STIFFNESS SINGLE SPAN HANGERS...

...D W CRACKNELL © Thomas Telford and ICE 1963 C W GLOVER BRIDGES RUNNYMEDE BRIDGE STRUCTURES ARCHES SPANS SINGLE SPAN RIVERS ABUTMENTS CELLULAR CONSTRUCTION CLAYS LONDON CLAY BLUE CLAY PILES HORIZONTAL FORCES TRANSMISSION STEEL RIBS INTEGRAL REINFORCED CONCRETE...

... BRIDGES RECONSTRUCTION ROLLING LIFT SINGLE SPAN WELDED STEEL FRAMES TRANSIT SHEDS QUAYS ANCILLARY WORKS PLANNING DESIGN CONSTRUCTION WALLS DEMOLITION EXPLOSIVES IMPROVEMENT COFFERDAMS STEELWORK COSTS LONDON SURREY DOCKS ROYAL DOCKS THAMES CANADA DOCK GREENLAND DOCK...