...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...

... CONTROL BOUNDARIES CONDITIONS SIMULATION PROTOTYPES INFLUENCE DEFORMATION CHARACTERISTICS CAPACITY CONNECTIONS ASPECT RATIOS REINFORCEMENT SIZE STRUCTURAL METHODS SHEARHEADS SHEAR HEADS FAILURES PREDICTION FLOORS WALLS SELECTION PATTERNS DEFLECTION RESPONSES RESEARCH Proc...

...A C J BAKER; A N JAMES BINNIE THAMES WATER THREE VALLEYS WATER COMMITTEE COLNE VALLEY WATER COMPANY RICKMANSWORTH & UXBRIDG THYSSEN GB Proc. lnstn Civ. Engrs, Part 1, 1990, 88, Dec., 929-954 9533 GROUP ENGINEERING GROUND Three Valleys Water Committee:tunnel connection to Thames...

... approach is described for quantifying inelastic behaviour offlexuralmembers, using limit-states principlesT. his involves assessing available and required inelastic rotations of connections and rotation capacitoiefsflexural members beforeloss of moment resistance. A lower-bound methodof elastic-plastic...

...YC WANG; DA NETHERCOT © Thomas Telford and ICE 1989 SHEFFIELD UNIVERSITY BRACING EFFECT THREE DIMENSIONAL COLUMNS SUBASSEMBLAGES ULTIMATE STRENGTH STIFFNESS STEEL UNSTABLE SUPPORTS RIGID INDUCTION COLLAPSE MEMBERS BRACED BEAMS NON SWAY CONNECTIONS LOADS TRANSFER...

... 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...

...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...

... 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...

... 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...

... as simply as possible, that is welded directly tube to tube. However, these typesof connection ought almost alwaysto be classified as semi-rigid, which gives rise to two problems. The first is at what level of the applied loading thejoints are still working elastically, which is important in its...

...DJ OEHLERS; L FOLEY Proc. InstnCiu. Engrs, Part 2,1985,79, June, 349-364 PAPER 8890 STERNUGCINTEUERRAINLG The fatigue strength of stud shear connections incomposite beams D. J. OEHLERS, PhD,MSc, MICE* L. FOLEY, BE, MEngSct GROUP Analyses of 129 push tests, which include eleven new push testsa,nd...

...TC LIAUW; KH KWAN © Thomas Telford and ICE 1984 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...

... areidentified (Fig. 2). The actual collapse mode is the one which leads to the smallest value of collapse shear strength. Mode I-corner crushing with failure in columns and infi/l/beam connections 5. In collapse mode 1 (Fig. 3), the compressive corner regions of the infilled panels are crushed, plastic hinges...

...P ANSOURIAN; DGE SMITH Proc. Instn Ciu. Engrs, Part 2,1983,75, June, 321-329 DISCUSSION ON PAPER 8512 Shear in composite beam-column connections P. Ansourian Mr D. G. E. Smith, Scott Wilson Kirkpatrick & Partners Dr Ansourianhasprovideddetails of a form of construction which enables a composite...

...V KRISTEK; J STUDNICKA ANALYSIS COMPOSITE GIRDERS DEFORMATION CONNECTORS BEAMS STEEL CONCRETE DECKS FLANGES INFLUENCE CONNECTIONS STRESS STATE DEFLECTION THEORY METHODS FOLDED PLATES STUDIES PARAMETRIC DESIGN BEHAVIOUR SHEAR LAG COMPUTERS DIGITAL MATRICES MATRIX...

...A COULL; BS CHOO © Thomas Telford and ICE 1982 GLASGOW UNIVERSITY SIMPLIFIED ELASTOPLASTIC ANALYSIS SHEAR WALLS COUPLED APPROXIMATE METHODS CONTINUUM NON LINEAR BEHAVIOUR LATERAL LOADS STIFFENED PLASTIC HINGES COUPLING BEAMS ENDS EQUIVALENT CONTINUOUS CONNECTIONS...

... 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...