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Keywords: STRESSED
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Journal Articles
END FAILURES IN STRESSED SKIN DIAPHRAGMS
Available to Purchase
Proceedings of the Institution of Civil Engineers (1987) 83 (1): 275–293.
Published: 01 March 1987
...JM DAVIES; J FISHER © Thomas Telford and ICE 1987 SALFORD UNIVERSITY MOTT HAY AND ANDERSON ENDS FAILURES STRESSED SKIN FLUTES DIAPHRAGM DEFLECTION TESTS STEEL SHEET ALUMINIUM ROOFS DECKS BEHAVIOUR STATE OF THE ART CALCULATIONS PROCEDURE PROFILED THEORY SAFETY...
Journal Articles
Proceedings of the Institution of Civil Engineers (1973) 55 (3): 719–733.
Published: 01 September 1973
...JM DAVIES; KI MAJID; A SHAW; J HEYMAN; MR HORNE; ER BRYAN; HV HILL © Thomas Telford and ICE 1973 PLASTIC STRUCTURES SHEETING BUILDINGS THEORY TESTS COLLAPSE STEEL DUCTILITY ANALYSIS SKIN FRAMES CORRUGATED BEHAVIOUR CLADDING STRESSED 7585 DISCUSSION The plastic...
Journal Articles
THE PLASTIC COLLAPSE OF FRAMED STRUCTURES CLAD WITH CORRUGATED STEEL SHEETING.
Available to Purchase
Proceedings of the Institution of Civil Engineers (1973) 55 (1): 23–42.
Published: 01 March 1973
... the validity of plastic design of stressed skin structures and the limitations that must be considered if this method of design is to be used. Introduction The use of the plastic theory of structures in the design of low-rise steel buildings has become common. Thisstate of affairspre-supposes a full...
Journal Articles
THE NARROWS BRIDGE, PERTH, WESTERN AUSTRALIA
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Proceedings of the Institution of Civil Engineers (1961) 20 (1): 39–84.
Published: 01 September 1961
... REINFORCED GROUND PROBLEMS I SECTIONS BEAMS SECTIONS STRESSED CABLES RIVERS FOUNDATIONS COLUMNS ABUTMENTS DECKS SAFETY FACTORS STRESS LOSS ALLOWABLE CONSTRUCTION PILING GAMBIA PILES CAP CASTING YARDS FORMWORK MIXES CONTROL ERECTION STAGING STRANDS STRESSING PLACING ANCHORS...
Journal Articles
THE DESIGN AND CONSTRUCTION OF THE AVON DAM. (INCLUDES PLATES).
Available to Purchase
Proceedings of the Institution of Civil Engineers (1959) 12 (1): 83–106.
Published: 01 January 1959
... for the future raising of the dam by the method of stressed cables,to increase the storage capacity by at least 50%. The Paper describes the construction of ducts through the dam of suitable size and position for drilling the anchorages and accommodating the cables. Calculations of the future cable loads...
