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1-8 of 8
Keywords: MULTISPAN
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Journal Articles
Proceedings of the Institution of Civil Engineers (1991) 90 (2): 259–280.
Published: 01 April 1991
... and construction of the foundations, substructure and superstructure of the River Dee Viaduct at Newbridge, Clwyd, North Wales. The 350 m long viaduct, believed to be the highest multispan viaduct of its type in the United Kingdom, carries a single carriageway road across a steep valley at a height...
Journal Articles
Proceedings of the Institution of Civil Engineers (1986) 80 (5): 1425–1426.
Published: 01 October 1986
...DG HUTCHINSON; RA SMITH; K SYKES; JD WINDERS; JR WINGFIELD FLOODS ALLEVIATION BRIDGES SPANS PROTECTION MULTISPAN ABUTMENTS PIERS RIVERS BEDS CONSTRUCTION SETTLEMENT SCOUR STRUCTURES PILING PILES CRACKS COSTS DOWNSTREAM BRECON WALES LLANFAES UK Proc. Insrn Ciu...
Journal Articles
Proceedings of the Institution of Civil Engineers (1982) 73 (2): 351–364.
Published: 01 June 1982
... 153. 5. HOMBERHG. Double webbed slabs. Springer-Verlag,Berlin/Heidelberg/New York, 1973, Preface, 1-7. 364 © Thomas Telford and ICE 1982 OVE ARUP DESIGN PRELIMINARY PRESTRESSED CONCRETE VIADUCTS TENSION SPANS FORCES PRESTRESSING STRESS METHODS REFINING BEHAVIOUR MULTISPAN...
Journal Articles
Proceedings of the Institution of Civil Engineers (1976) 61 (3): 525–538.
Published: 01 September 1976
...RJ COPE; JH BUNGEY © Thomas Telford and ICE 1976 LIVERPOOL UNIVERSITY INTERACTIVE STRUCTURAL DATA MULTISPAN SEGMENTAL PROCESS EQUIPMENT MODULES COMPUTERS DESIGN METHODS PROGRAMS PRESTRESSED RESEARCH CAD PRESTRESSING OPTIMISATION BEAMS USAGE BRIDGES MINICOMPUTERS...
Journal Articles
Proceedings of the Institution of Civil Engineers (1974) 57 (2): 251–273.
Published: 01 June 1974
...AR CUSENS; YC LOO; FISBOB © Thomas Telford 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...
Journal Articles
Proceedings of the Institution of Civil Engineers (1967) 36 (2): 297–323.
Published: 01 February 1967
... of a dead load of 300 lb/sq. ft and alive load of 200 Ib/sq. ft acting on the right-handside of the bridge. The bridgewidthequals 42 ft.The principal moments, items 12-14, are then determined from the bending and twisting moments. CONCLUSION 59. The Paperhasshown that a multispan skew bridgecan successfully...
Journal Articles
Proceedings of the Institution of Civil Engineers (1966) 33 (3): 353–380.
Published: 01 March 1966
...R H SAMUEL © Thomas Telford and ICE 1966 COSTAIN CONSTRUCTION BRIDGES MULTISPAN REINFORCED CONCRETE SUPPORTS FOUNDATIONS BORED PILES POST TENSIONED PRECAST BEAMS I BEAMS PIERS PROTECTION SCOUR DRILLING SEDIMENTS LOOSE MANUFACTURE HANDLING HOT WEATHER CONDITIONS...
Journal Articles
Proceedings of the Institution of Civil Engineers (1953) 2 (6): 615–616.
Published: 01 November 1953
...J H W WALLER; A C ASTON; J H FOSTER BUILDING RESEARCH STATION BRS CORRUGATED CONCRETE SHELLS ROOFS GUNNING CONSTRUCTION MULTISPAN PRESTRESSED VALLEY BEAMS VAULTING © Thomas Telford and ICE 1953 CORRESPONDENCE 615 CORRESPONDENCE on Papers published in Proceedings...
