...A S ELNASHAI; K TAKANASHI; A Y ELGHAZOULI; P J DOWLING Proc. Instn Civ. Engrs, Part 2, 1991, 91, June, 259-272 BBSUOTIARLUDRADCI9NN7TDG1U4PRAAPLER Experimental behaviourof partially encased compositebeam-columns under cyclic and dynamic loads A. S . ELNASHAI, p m , DE* K. TAKANASHI, PhD? A. Y...

...P ANSOURIAN © Thomas Telford and ICE 1981 SYDNEY UNIVERSITY SHEAR COLUMNS ACTION SECTIONS I SECTIONS SQUARE DEFORMATION CRACKS FLEXIBILITY NON LINEAR ANALYSIS HORIZONTAL EXTERNAL BOLTED MEASUREMENT WALLS STRESS COMPOSITE CONNECTIONS ZONES ENCASED CONCRETE...

... eachaxiswithsubsequentcorrectionofendmisclosuresbytheNewton-Raphson technique.Theanalysishasbeenprogrammedforacomputerandtestedagainst published results for steel columnsand concrete-encased steel columns and is showtno give good agreement. The analysis has also been used to predict experimental results from tests on eight restrained composite columnsand...

... Virdi and Dr Dowling The comparisonbetween the approach based on CP llOI3 presented by Messrs Croft and Pilkington and that of the Authors shows good agreement. It follows that both approaches can be applied to the analysis of reinforced concrete columnsand concrete encased columns. However, it should...

...KS VIRDI; PJ DOWLING; BS 449; BS 153 © Thomas Telford and ICE 1973 IMPERIAL COLLEGE ULTIMATE COLUMNS TESTS ENCASED FAILURES METHODS SECTIONS STRESS UNIAXIAL CODES STRAIN CURVATURE SHAPE STRENGTH BIAXIAL CONCRETE H SECTIONS LOADS DEFLECTION INTERACTION MOMENTS...

... the supporting beam was eitherof reinforced concrete or a concrete encased steel joist. 4. The aims of this series of tests were to investigate the effects of varying the height :span ratio of the wall, to compare the behaviour of walls acting inconjunctionwithreinforcedconcretebeamsandconcreteencased steel...

... of the new Mechanical EngineeringBuilding at Imperial College, London, is described. The building is of special interest because it was the first multi-storey structure of composite design to be built in Great Britain. Encased castella beams were designed to act compositely with reinforced concrete floor...

...H L MALHOTRA; R F STEVENS; L R CREASY; L V LEECH; A W HILL; G M J WILLIAMS; J W DOUGILL; D I LAWSON; R A SHEWRING; P B R JOHNSON; D E DOBSON; A K CHATTOPADHYAY; BS 449 © Thomas Telford and ICE 1964 FIRES RESISTANCE ENCASED STEEL STANCHIONS TESTS RESEARCH LOADS CARRYING CAPACITY...

...H L MALHOTRA; R F STEVENS; BRS; BS 449 © Thomas Telford and ICE 1964 FIRE RESEARCH STATION BUILDING RESEARCH STATION BRS FIRES RESISTANCE ENCASED STEEL STANCHIONS RESEARCH STANDARDS DESIGN VARIABLES THICKNESS ENCASEMENT AGGREGATES HEATING ECCENTRICITY LOADS TESTS...

... DUAL CARRIAGEWAYS ENCASED REINFORCED DECKS SOFFITS SLABS EXTERNAL FINISHES BYPASSES FOUNDATIONS STEELWORK ERECTION MIXES UK Paper No. 6655 THERUNNYMEDEBRIDGE by Donald William Cracknell, M.I.C.E. Partner, C. W. Glover and Partners, Consulting Engineers For written discussion...

... numbered 3a, 3b.6, and 7 in the Paper, in the light of tests on their component frames and walls acting separately and of more recent tests on small models. Specimens 3a, 3b, 6,and 7 were concrete- DISCUSSION ON STEEL FRAMES WITH BRICKWORK AND CONCRETE INFILLIN0 95 encased steel frames with bolted joints...