...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...

... of reinforced concrete flat-slab edge column models subject to a combination ofcyclic lateral loads and normal gravity loads is presented. Eight 1/3 scale models were constructed and tested to examine the behaviour of the slab/edge column connection at both theserviceload level and the ultimate load stage...

...A C J BAKER; A N JAMES © Thomas Telford and ICE 1990 BINNIE THAMES WATER THREE VALLEYS WATER COMMITTEE COLNE VALLEY WATER COMPANY RICKMANSWORTH & UXBRIDG THYSSEN GB LIQUIDS TUNNELS CONNECTIONS RESERVOIRS DRIVING CLAYS LONDON CLAY TUNNELLING WEDGES BLOCKS...

...A R KEMP © Thomas Telford and ICE 1990 WITWATERSRAND UNIVERSITY QUANTIFICATION LIMIT STATE LIMITS ROTATION CAPACITY FLEXURAL MEMBERS METHODS INELASTIC BEHAVIOUR CONNECTIONS LOWER BOUNDS ELASTIC PLASTIC ALGORITHMS DUCTILITY FLEXIBILITY MANUAL COMPUTERS h o c...

... subassemblage. In this way the transfer of load from beams, through connections into the column, is also taken into account. Previous studies by the Authorss have shown that the behaviour of a column when treated as part of a subassemblage does exhibit some differences from that of an idealized,isolated member...

... 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...

... ROCKS GEOLOGY EXCAVATIONS REINFORCEMENT PILING CONCRETE REINFORCED METHODS UNDERWATER CONNECTIONS INTEGRITY WEDGES JOINTS MIX PLANT TENDERS SUMPS AREAS CIRCULAR PILES TUNNELS SUBSTRUCTURES ANCHORS SHUTTERS COFFERDAMS DIVERS INSPECTION LININGS FRICTION SAFETY FAILURES...

... D29 CLOSURES CABLES MANAGEMENT ROLL IN TEMPORARY WORKS DIVERSION POWER SIGNALS DESIGN BRIDGEWORKS SUBSTRUCTURES DECKS GIRDERS PERMANENT WAY ANALYSIS DETAILING BRACING OVERHEAD BEARINGS CONNECTIONS TENDERING COSTS LAUNCHING HANGER LANE LONDON Proc. Instn Civ. Engrs...

...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...

...J SZLENDAK; J BRODKA; JA PACKER © Thomas Telford and ICE 1986 STRENGTHENING RECTANGULAR MOMENTS HOLLOW SECTIONS BEHAVIOUR LOADS CONNECTIONS BENDING IN PLANE CHORDS JOINTS STRENGTH STIFFENING THICKNESS STRESS YIELD WALLS WELDING Proc. Instn Cio. Engrs, Part 2...

... INVESTIGATIONS MONITORING BEHAVIOUR TESTS SAFETY ECONOMICS A3 A322 HEXAGONS REINFORCING FLEXIBILITY SAVINGS ELEMENTS YORK METHOD STRUCTURES CONNECTIONS METHODS MOVEMENT REINFORCEMENT ALIGNMENT RESTRICTIONS PLACEMENT FILL LAYERS MATERIALS GROUND SHEAR PILES FOUNDATIONS GRADING...

... CONNECTIONS SEMI RIGID LOADS CHORDS ELASTIC DESIGN STIFFNESS ROTATION METHODS WIDTH ENDS THEORY EXPERIMENTAL UNREINFORCED MEMBERS SPANS VERTICAL FLANGES PLATES FAILURES YIELD LINE MODELS ONE SIDED RIGID WEBS MANUFACTURING BRITTLE BEHAVIOUR Proc. Instn Ciu. Engrs, Part 2,1985,79...

...DJ OEHLERS; L FOLEY © Thomas Telford and ICE 1985 UNIVERSITY COLLEGE CORK TESTS COMPUTERS STUDIES STATIC FAILURES STUDS PUSH FATIGUE STRENGTH CONNECTIONS COMPOSITE BEAMS CYCLIC LOADS METHODS PREDICTION LIFE FLOW UNDIRECTIONAL CRACKS LONGITUDINAL EXPERIMENTS...

...TC LIAUW; KH KWAN HONG KONG UNIVERSITY FILL PLASTIC DESIGN FRAMES INFILLED METHODS INTEGRAL NON INTEGRAL BEHAVIOUR NON LINEAR THEORY UNIFIED BEAMS FORMATION HINGES CRACKING CRUSHING PANELS SHEARING STRENGTH INTERFACE CONNECTIONS CHARTS PREDICTION EXPERIMENTS...

... BUILDINGS MULTI STOREY CRACKS EXPERIMENTS DESIGN CRUSHING BEHAVIOUR MODES FAILURES CORNERS BEAMS COLUMNS CONNECTIONS PREDICTION ULTIMATE STRUCTURES BASES PANELS CONCRETE BRICKWORK MODELS EQUATIONS Proc. Instn Ciu.Engrs. Part 2, 1983, 75, Dec., 707-723 PAPER 8718 Plastic theory...

...P ANSOURIAN; DGE SMITH © Thomas Telford and ICE 1983 SHEAR COMPOSITE BEAMS COLUMNS CONNECTIONS HORIZONTAL FRAMES LOADS MOMENTS RESISTANCE SUPPORTS REINFORCEMENT BEHAVIOUR HOGGING SAGGING Proc. Instn Ciu. Engrs, Part 2,1983,75, June, 321-329 DISCUSSION ON PAPER 8512 Shear...

...V KRISTEK; J STUDNICKA © Thomas Telford and ICE 1982 PRAGUE TECHNICAL UNIVERSITY ANALYSIS COMPOSITE GIRDERS DEFORMATION CONNECTORS BEAMS STEEL CONCRETE DECKS FLANGES INFLUENCE CONNECTIONS STRESS STATE DEFLECTION THEORY METHODS FOLDED PLATES STUDIES PARAMETRIC...

... STIFFENED INTERACTION PANELS SHEAR CONNECTIONS SLABS LIGHT STEEL TOP FLANGES ULTIMATE STRENGTH DESIGN METHODS BRIDGES CODES PREDICTION VIADUCTS RESISTANCE LONGITUDINAL STIFFENED SLENDERNESS RATIOS AXIAL ANCHORAGES RESEARCH COMBINED BENDING THEORY SPECIMENS LOADS TRANSVERSE...

...-linear elasto-plastic behaviour of laterally loaded stiffened coupled shear walls. It is assumed that plastic hinges form at the ends of the coupling beams, and equivalent continuous connecting medium, when the end moments reach their ultimate values. A simplified technique for determining the limits...