...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...

...M A BRADFORD © Thomas Telford and ICE 1991 ELASTIC ELASTICITY COMPOSITE T BEAMS PRESTRESS STRENGTHENING STRENGTH TENDONS INSTABILITY TESTS CRITICAL STRESS Proc. Instn Ciu. Engrs, Part 2, 1991, 91, Dec., 875-885 TECHNINCOATLE 563 STRUCTURAL ABNUDILDING Elastic stabilityof...

...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 SWEDEN ROYAL INSTITUTE OF TECHNOLOGY STOCKHOLM ROYAL INSTITUTE OF TECHNOLOGY LOUISIANA STATE UNIVERS ANALYSIS EFFECT COMPOSITE CONCRETE TIMBER BEAMS COLUMNS METHODS INTERLAYER SLIP INFLUENCE CLOSED FORMS INTERNAL AXIAL FORCES MOMENTS...

...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...

... DRILLING DELTAS BRAKING WORKS REINFORCED STRUCTURES LIGHT DESIGN VIADUCTS PERMANENT SHOCKS SHEAR COMPOSITE JUNCTIONS TRACTION PLATES CONCRETE JOINT VENTURES LIFE FATIGUE DOCKLANDS LONDON CANARY WHARF DOCKS CROSSING UK 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...

... RAILWAYS STEEL BEAMS BOX COMPOSITE CONCRETE DECKS WIND VIADUCTS GIRDERS STIFFNESS STRUCTURES AESTHETICS MONITORING SIGNS ANALYSIS PILES CLAYS SHEAR FOUNDATIONS EARTHWORKS GROUND TREATMENT SETTLEMENT BOLTS TENSION UK Proc. Instn Ciu. Enyrs, Part 1,1988,84, Feb., 137-148...

...PJ JEFFERIES © Thomas Telford and ICE 1987 CEMENTATION COSTAIN JOINT VENTURE ROADS ORBITAL MOTORWAYS M25 M4 INTERCHANGES CONTRACTS SITES VIADUCTS MANAGEMENT ACCESS FILL STRUCTURES STEEL CONCRETE GROUND COMPOSITE RIVERS EARTHWORKS TREATMENT DIVERSION ROADWORKS...

...DM DICKSON UK © Thomas Telford and ICE 1987 CLEVELAND BRIDGE & ENGINEERING ROADS ORBITAL MOTORWAYS M4 M25 STEEL VIADUCTS ALTERNATIVE DESIGN FABRICATION ERECTION BOX GIRDERS TENDERS COMPOSITE PROBLEMS REPLACEMENT INTERCHANGES LOADS MATERIALS SUBSTRUCTURES...

...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...

...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...

... on the failure loads and failure modes of the panels. It is shown that the behaviourof the composite frame not only depends on the relative stiffneosfsthe frame and the infill and the frame geometry, but is also critically influencedby the strength propertiesof the masonry (in particular the magnitude...

...P MONTAGUE © Thomas Telford and ICE 1986 MANCHESTER UNIVERSITY COMPOSITE VESSELS DEEP WATER OPERATION DAMAGE LENGTH SHELLS STEEL CONCRETE CONSTRUCTION PRESSURE EXTERNAL DESIGN MATERIALS STRENGTH BUOYANCY RESEARCH EXPERIMENTS RATIOS PERFORMANCE SKIN TESTS...

.... 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...