... improvements in speed of construction. The structural system comprises the arch truss, the load-bearing frame and the beam and slab system. Arch truss 5. This is the principal structure which bears the load alongthe entire length of the long span. It consists of a pair of two-hinged tied arches erected side...

...J S SHIPWAY; SIR T BOUCH; B BAKER; SIR J FOWLER © Thomas Telford and ICE 1990 ROBERT H CUTHBERTSON RAILWAYS BRIDGES DESIGN HISTORY CANTILEVER SUPERSTRUCTURES EVOLUTION STRESS MATERIALS METHODS CALCULATIONS SUSPENSION STIFFENED CONTINUOUS GIRDERS FORCES TIES STRUTS...

... of the pressureand tension data occurs towards the baosfethe structure. 32. A 'tied-back' analysis, inwhich the force acting ona facingpanel is equated to the pull-out resistanceof an element, mightbe expected to show good agreement between the pressure cell data and tension at the face. However, this applies only...

...JM MARTIN © Thomas Telford and ICE 1986 OVE ARUP MORRISON CONSTRUCTION LTD BRIDGES CONSTRUCTION DESIGN METHODS FACTORS ELEMENTS LEGS TECHNIQUES SPLAYED INCREMENTAL PIERS CANTILEVER SPANS PRECAST SUBSTRUCTURES MAIN FOUNDATIONS JOINTS SUPPORTS TIES STEMS...

... COUNTRIES DEVELOPING DREDGING RECLAMATION DESIGN CONSTRUCTION PILES TIES CORROSION MAINTENANCE CHANNELS SHEET CONCRETE INSTALLATION CONTAINERS SAPELE NIGERIA AFRICA Proc. lnstn Civ. Engrs, Part 1, 1985,78, Dec., 1463-1470 8791 DMISACRUISTSIMIOEN E N GGIRNOEUE RP I N G The new...

... OSCILLATIONS TIES CABLES BUILDINGS MOVEMENT MAINTENANCE STRUCTURES DESIGN LIFE DESIGN RATIOS PROJECTS MANAGEMENT FLOORS SLABS CRACKS STRUCTURAL STEEL STEELWORK ROOFS BIRMINGHAM NEC UK Proc. Instn Civ. Engrs, Part 1, 1984,76,Aug., 725-729 DISCUSSION ON PAPER 8603 The National...

... ROADS PIPES GROUND JACKING UNITS PORTAL MULTIPLE LARGE BRIDGES TUNNELS PIPELINES SYSTEMS CONDITIONS THRUST TEMPORARY TIES ACCESS BRENT CROSS LONDON UK ...

...C J F JONES; M D BOLTON © Thomas Telford and ICE 1977 REINFORCED RETAINING RESEARCH SOILS PLASTIC STRESS FRICTION EARTH STRUCTURES WALLS FIBRETAIN TIES DETERIORATION STEEL TECHNIQUES REINFORCEMENT MATERIALS STRENGTH FAILURES FIBREGLASS Proc. Instn Ciu. Engrs, Part 1...

...J HEYMAN © Thomas Telford and ICE 1976 CAMBRIDGE UNIVERSITY STRENGTHENING RESTORATION RUST DAMAGE SURVEYS STITCHING TIES NORMAN COOPERATION ARCHITECTS TOWERS MASONRY IRONWORK REHABILITATION REMEDIAL STAINLESS OCTAGONAL SCAFFOLDING SURVEYORS CATHEDRALS FABRICS...

... LONG CEMENTATION CONSTRUCTION DESIGN LABOUR TENDERS RAILWAYS FAILURES BOLTS TIES BRIDGES STEELWORK METHODS GANTRIES TUBES FRICTION CONCRETE RECONSTRUCTION ERECTION ARCHES LOADS CONTRACTS GRIP TIEBACKS BRITANNIA MENAI STRAITS WALES ANGLESEY UK Proc. Instn Ciu...

...ALL BAKER; R CAIRNS; J FORREST © Thomas Telford and ICE 1975 PROGRESSIVE PRACTICE SAFETY PANELS STRUCTURAL COLLAPSE TIES FACTORS DESIGN CODES FORCES FAILURES Pror. Instn Ciu. Engrs, Part I , 1975, 58, Aug., 457-458 JAMES FORREST LECTURE 1974 DISCUSSION Criteria of structural...

... of box piles, but since these are opened out to 6.1 m centres it is obvious, as the Authorhsave said, that the designerlhas had the courage to carry the crane load almost entirely on the sheet piles, which is I think proper recognition of an under-used aspect of this versatile material. Using 64 mm ties...

...IM SMITH; R BOORMAN © Thomas Telford and ICE 1974 MANCHESTER UNIVERSITY GEORGE WIMPEY ANALYSIS BULKHEADS WALLS COHESIONLESS TIES PREDICTION PARAMETRIC STRAIN YIELD PROGRAMS FLEXIBLE FINITE ELEMENTS RETAINING ANCHORAGES METHODS LABORATORIES STUDIES RELATIONS...

...RFD PORTER GOFF; IK BRUNEL © Thomas Telford and ICE 1974 CAMBRIDGE UNIVERSITY DESIGN HISTORY CHAINS DIP STRESS TEMPERATURE SADDLES ANCHORAGES DECKS SUSPENSION FINANCE SPANS RODS BRIDGES PROJECTS RATIOS ECONOMICS JOINTS TOWERS TIES ABUTMENTS CLIFTON BRISTOL...

...B RAWLINGS; JB BURGHMAN; TM FORD © Thomas Telford and ICE 1970 SHEFFIELD UNIVERSITY OVE ARUP AND PARTNERS EFFECT LOADING TRIANGULATED FRAMES TIES STRENGTH MODES FAILURES LOADS RESPONSES MILD TESTS STRUTS FORCES TRANSIENT YIELDING RATE PIN JOINTED STEEL STATIC...

... QUANTITIES SPECTRUM CONSTRUCTION TIED NAVIGATION TIES TEMPORARY H PILES STRESS FABRICATION WELDING SAFETY FATIGUE NEW SCOTSWOOD TYNE NEWCASTLE UK 7151 New Scotswood Bridge TheRiverTynehasbeenbridged at Scotswoodsince 1831. The 367 ftspansuspension bridge then constructed has...

... of material of a structure to carry specified loads as developedby Maxwell and Michell is applicable only to structures composed of struts and ties which are uniaxiallystressed. When the material of a structure can be biaxially stressed in either tension or compression, the minimum volumeof a structure maybe...

... ECONOMICS COSTS TIES WALLS SAND FILL EARTH PRESSURE BULKHEADS PRESTRESSED CONCRETE MEMBERS SLABS JOINTS FLEXIBLE DUCTS SETTLEMENT SOILS CONDITIONS PERMEABILITY KARACHI PAKISTAN ASIA DISCUSSION ON KAIUCHI HARBOUR-EAST W'HARVE3, RECONSTRUCTION O F QUAY 651 Paper No. 6580...

...P W ROWE; G M CORNFIELD; R BRISKE; J BRINCH HANSEN; J B HANSEN © Thomas Telford and ICE 1957 SHEETPILES WALLS FAILURES SHEETPILING MODELS EXPERIMENTS ANCHORS YIELD DEFORMATION TESTS PRESSURE REDISTRIBUTION METHODS HINGES ANCHORAGES TIES STRESS FLEXIBILITY...

... and the Figures in the text have been prepared. BOWSTRING ARCHES SUSPENSION RODS RATIOS TIES BEAMS TIE BEAMS ARCHES RIBS STIFFNESS METHODS STRAIN MEASUREMENT INFLUENCE COEFFICIENTS EQUATIONS ANALYSIS MEMBRANES EXPERIMENTS © Thomas Telford and ICE 1954 ...