...M A BRADFORD Proc. Instn Ciu. Engrs, Part 2, 1991, 91, Dec., 875-885 TECHNINCOATLE 563 STRUCTURAL ABNUDILDING Elastic stabilityof composite tee-beams strengthened by prestress BOARD M. A. BRADFORD,BSc, BE, PhD, MASCE, MIE Aust* An example is presented to illustrate the strength gain from...

...R P JOHNSON; N MOLENSTRA; EPPIB h o c . lnstn Ciu. Engrs, Part 2, 1991, 91, Dec.,679-704 PAPER 9744 BUOSTIALRRDAUDINCTDGURAL Partial shear connectionin composite beams for buildings R.P. JOHNSON, MA, FEng, FICE, FIStructE* IR N. MOLENSTRA, PhDt The use of partial shear connection in composite...

...A S ELNASHAI; P J DOWLING © Thomas Telford and ICE 1991 IMPERIAL COLLEGE STRENGTH COMPOSITE TUBULAR CONNECTIONS PROBLEMS ANALYTICAL MODELLING CONNECTIONS PILES SLEEVES ASSEMBLY STEEL JACKETS OFFSHORE PLATFORMS NON LINEAR CONSTITUTIVE MODELS GROUTS BEARING...

... initiated at Imperial Collegeto study the behaviourof composite members typically usedin Europe for staticdesign, subjectedto cyclic and dynamic loading, withthe aim of derivingimproved and simplified earthquake-resistanrtegulationsD. etailed results from this project are reported in referen7c.e Written...

...D S PRAKASH RAO; D S P RAO; S P SHARMA; G C MAYS; A E VARDY; D S P RAO © Thomas Telford and ICE 1991 STEEL CONCRETE COMPOSITE GIRDERS EPOXY BONDING ADHESIVES SELECTION SURFACES PREPARATION STRESS DISTRIBUTION ANCHORAGES NON DESTRUCTIVE TESTING DURABILITY BRIDGES Proc...

...U A GIRHAMMAR; V K A GOPU ANALYSIS EFFECT COMPOSITE CONCRETE TIMBER BEAMS COLUMNS METHODS INTERLAYER SLIP INFLUENCE CLOSED FORMS INTERNAL AXIAL FORCES MOMENTS APPROXIMATE FORMULAE MAGNIFICATION CALCULATIONS MEMBERS SECOND ORDER APPLICABILITY DESIGN UNCRACKED SIMPLE...

...R P JOHNSON; C K R FAN; EUROCODE 4 © Thomas Telford and ICE 1991 WARWICK UNIVERSITY PETER BRETT ASSOCIATES DISTORTIONAL LATERAL BUCKLING CONTINUOUS COMPOSITE BEAMS METHODS RESISTANCE THEORY TESTS T BEAMS U FRAMES FRAMES EUROCODES ROTATION CAPACITY SPECIMENS STEEL...

... VIADUCTS PERMANENT SHOCKS SHEAR COMPOSITE JUNCTIONS TRACTION PLATES CONCRETE JOINT VENTURES LIFE FATIGUE DOCKLANDS LONDON CANARY WHARF DOCKS CROSSING UK © Thomas Telford and ICE 1990 W S ATKINS GEC MOWLEM Prm.Insm Ciu. Engrs, Part l, 1990, S3,Aug., 619-638...

...DS PRAKASH RAO; SP SHARMA © Thomas Telford and ICE 1990 BIRLA INSTITUTE OF TECHNOLOGY & LEISURE GHAZIABAD STRUCTURAL ENGINEERING RESEARC -H CENTRE STEEL CONCRETE COMPOSITE GIRDERS EPOXY BONDING TESTS LOADS MONITORING BEHAVIOUR PULSATING ULTIMATE FAILURES INVERTED...

...NK SUBEDI © Thomas Telford and ICE 1989 DUNDEE UNIVERSITY REINFORCED CONCRETE BEAMS PLATES REINFORCEMENT SHEAR VERTICAL STIRRUPS STRESS COUPLING WALLS STRUCTURES STUDIES COMPOSITE REINFORCING BARS BENDING MOMENTS STRUCTURAL BEHAVIOUR CONSTRUCTION THEORY METHODS...

... ENDS STIFFNESS CONNECTIONS POINTS TERMINATION STRENGTHENING BONDING MODELS TWO STAGE ANALYSIS COMPOSITE BEHAVIOUR PARTIALLY PREDICTION DISTRIBUTION INTERFACE MODES FAILURES PARAMETERS EQUILIBRIUM COMPATIBILITY EQUATIONS ANALYTICAL MATERIALS PROPERTIES ANCHORING BONDS AXIAL...

... BRIDGES STRUCTURES COMPOSITE COLUMNS BEAMS HORIZONTAL SHEAR TESTS PROFILED SHEET STEEL SAFETY HARMONISATION EUROPE Proc. Instn Civ.Engrs, Part 1,1988,84, Aug., 787-819 SEMINAR Eurocode 4 Introducers T. J. CHATTERJEE P. BARTLEt R. P. JOHNSON, MA, FEng, FICE$ K. P. OSBORNE, PhD, MICE$ P...

... during the works? If so, what was their effect on the design and construction programme? 23. As with Mr Dickson s contract (Paper 91 16), the southern section contract was awarded on the basis of an alternative tender. In the latter case it was for a 140 9114-6, M25 POYLE TO M 4 composite steel beam...

..., including the provision of alternative composite steel box girder designs in place of the three conforming post-tensioned voided concrete viaducts. 3. The planning considerations and methods of construction were all designed to acknowledge the severe restrictions imposed by the followingsite features...

... of the uplift, arising from the use of light composite steel decks,could be avoided by rearrangingthelayout of thebearings.This involved increasing the lateral spacing of most of the bearings, the dualling of some supports andcomplete removalof others. 19...

...MA BRADFORD; RP JOHNSON © Thomas Telford and ICE 1987 NEW SOUTH WALES UNIVERSITY WARWICK UNIVERSITY INELASTIC BUCKLING BRIDGES BEAMS COMPOSITE GIRDERS INTERNAL SUPPORTS ANALYSIS METHODS FINITE STRIP RESIDUAL STRESS TESTS DATA PREDICTION DISTORTION RESISTANCE SPANS...

... STRESS STRAIN TENSILE PROGRESSIVE CRACKING TESTS PANELS SHEAR COMPOSITE STIFFNESS GEOMETRY STRENGTH DEFORMATION PREDICTION PARAMETRIC EQUATIONS COMPRESSIVE Proc. Instn Cio. Engrs, Part 2,1986,81, Dec., 593-605 ICNTEUE9R0R6AI1NLGPAPERGU GROUP The influence of brick masonry infill...

...DJ OEHLERS; WM SINGLETON © Thomas Telford and ICE 1986 UNIVERSITY COLLEGE CORK SIMULATION COMPOSITE BEAMS TESTS FATIGUE LOADS COMPUTERS MODELS EXPERIMENTS RESEARCH SUPPORTS BEHAVIOUR CYCLIC STUDS CONNECTIONS CONNECTORS SLIP SHEAR FLOW LIFE METHODS ANALYSIS...

...P MONTAGUE Proc. Instn Cio. Engrs, Part 2, 1986,81, June, 191-219 PAPER 8974 STERNGUGRCIONTUEEPRRAILNG Composite vessels for deepwater operat:ion the influence of shell length and severe damage The steekoncrete composite shell (two concentric, thin steel skins withaconcrete filler between them...

.... Barclay Authors introduction Under discussion is an application of the composite materialwhich McGown and Andrawes have named Ply-soil . The reinforcement in Websol works at elastic strains two ordersof magnitude greater than can occur sinteel and comparable to strains in active soil...