...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...

...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...

...RT MURRAY; DM FARRAR; TRRL © Thomas Telford and ICE 1990 TRANSPORT AND ROAD RESEARCH LABORATORY TRRL M25 WALLS LATERAL FILL GROUND TIES FOUNDATIONS TENSION INSTRUMENTATION STRAIN REINFORCED MOTORWAYS VERTICAL SETTLEMENT CONDITIONS RODS INFLUENCE UNITS MOVEMENT...

... JOINTS SUPPORTS TIES STEMS TEMPORARY SADDLES STRUTS DECKS PRESTRESSED STAGE SITES PLANT ADMINISTRATION EQUIPMENT Proc. lnstn Ciu. Enyrs, Part I, 1986,80, Apr., 317-342 8959 GROUPENGINESETRRINUGCTURAL The constructionof Kylesku Bridge J. M. MARTIN, BSC,MICE* The Paper outlines...

... 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 REINFORCED RETAINING RESEARCH SOILS PLASTIC STRESS FRICTION EARTH STRUCTURES WALLS FIBRETAIN TIES DETERIORATION STEEL TECHNIQUES REINFORCEMENT MATERIALS STRENGTH FAILURES FIBREGLASS © Thomas Telford and ICE 1977 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...

... to thefirst of many ties installed to stabilize the tubes after thefire. It looksremarkably like one of the runway beams used to install the steelwork in 1969. I would like to ask the Authors if they used the old runway beams, or were they replaced with something heavier. 169. Figure 29 shows one of the heavy...

...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 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 MEMBERS DEFORMATION DYNAMICS...

... 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...

.... The sequence of loading was spread over at least eight cable ties so that when the first tie, at the exposed toe of the filling, was receiving its first load the last one, 8 intervals of 32 ft behind, was beingstressed to its maximum value. 86. In p 31 of the Paper it was stated that 5 tons was applied...

...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...

...S CHANDRANGSU; S R SPARKES © Thomas Telford and ICE 1954 BOWSTRING ARCHES SUSPENSION RODS RATIOS TIES BEAMS TIE BEAMS ARCHES RIBS STIFFNESS METHODS STRAIN MEASUREMENT INFLUENCE COEFFICIENTS EQUATIONS ANALYSIS MEMBRANES EXPERIMENTS CHANDRANGSU AND SPARKES ONA STUDY...