... the eld of application of several conventional construction techniques. Keywords: bridges; composite structures; design methods & aids Notation A area of cross-section a distance between web centres on the top slab axis af base of the fold in a folded-plate web b distance between web centres on the bottom...

... PARAMETRIC STUDIES AXIAL LOADS INTERNAL REINFORCED HINGES COLLAPSE MECHANISMS I SECTIONS STEEL SECTIONS METHODS DESIGN JACKETS FINITE ELEMENTS PLASTIC UPPER BOUNDS ANALYSIS MOMENTS CAPACITY UNSTIFFENED FIVE HINGE FAILURES A theoretical model for predicting Proc. Instn Civ. Engrs...

...G C MAYS; R A BARNES; J CAIRNS © Thomas Telford and ICE 1997 HERIOT WATT UNIVERSITY STRUCTURES CONCRETE EFFECTIVENESS STRUCTURAL LARGE VOLUME PATCH REPAIRS STRENGTH SECTIONS BEHAVIOUR STRAIN REINFORCEMENT PLANE BEAMS DUCTILITY FRAMES DISCUSSION The structural...

... of the support sections produces transitor y stresses that affect the sizing of the deck and increase the consumption of materials. Although materials are only one component of the overall cost of the deck, and the costs associated with the particular building technique used are often much more significant when...

... STUDIES PARAMETRIC EFFECTIVE SECTIONS PROPERTIES OUTSTANDS MODELS RIGS INSTRUMENTS INSTRUMENTATION FLEXURE AXIAL FORCES SPECIMENS RESEARCH STIFFNESS ELASTIC Local ange buckling in plate girders with corrugated webs R. P. Johnson, MA, FEng, FICE, FIStructE and J. Cafolla, PhD, MSc Proc...

... the chartsand to demonstrate thevalidity and correctness of the design chartsdeveloped through checking the example analytically and bycomparison with existing solutionsby others. Notation A. cross-sectional areaof circular column A,, total steel area in column section a,, area of each steel element b,, length...

... TENSILE STRESS LOADS CRACKS STRENGTHENING ANISOTROPIC REINFORCEMENT UPPER BOUNDS LOWER BOUNDS ULTIMATE CAPACITY MODES THEORY STRESS SHEAR FLEXURAL ONE WAY BONDING STRAIN BENDING SECTIONS CROSS SECTIONS Prediction of peeling failureof reinforced concrete beams with Proc. Instn Civ...

...R P JOHNSON; DONGJIE HUANG © Thomas Telford and ICE 1995 WARWICK UNIVERSITY CHONGQUING ARCHITECTURE & ENGINEERING INSTITUTE BEAMS COMPOSITE RESISTANCE SHEAR LONGITUDINAL SHEETING T BEAMS SLABS STEEL MEMBERS ROLLED SECTIONS PLATES GIRDERS FLOORS BUILDINGS...

...S G O WILLIAMS; J A LITTLE; J T DALE © Thomas Telford and ICE 1994 SIAM SYNTECH CONSTRUCTION BANGKOK PILES SHEETPILES STRUCTURAL BEHAVIOUR INTERLOCKED GRAVITY COMBINED SECTIONS SLOPES MEASUREMENT MOTORWAYS ROADS AXIAL STRAIN INCLINOMETERS INSTRUMENTS DEFLECTION...

...M RAOOF; Y P HUANG; YU PING HUANG © Thomas Telford and ICE 1992 SOUTH BANK UNIVERSITY FREE BENDING CHARACTERISTICS AXIAL PRELOADED SPIRAL STRANDS PLANE SECTIONS STIFFNESS TRANSITION CURVATURE UPPER BOUNDS LOWER BOUNDS HYSTERESIS INTERWIRE FRICTION INTERLAYER...

..., and experiencinghigh levelsof possible to obtain estimates of maximum hydrostatic pressure. possible specific dampinagnd associated The modelcan predict the plane-section critical radius of curvature forany type of bending stiffnesswhich, owingto thepres- axially preloadedand sheathed spiral ence of interwire friction...

...J RHODES; L K SEAH © Thomas Telford and ICE 1992 STRATHCLYDE UNIVERSITY NANYANG TECHNOLOGICAL UNIVERSITY SINGAPO BUCKLING EDGES STIFFENED THIN WALLED BEAMS SECTIONS BEHAVIOUR STEEL COLD FORMED COMPRESSION MOMENTS LOADING FAILURES MODES FINITE STRIP TESTS SIMPLE...

...M A BRADFORD; R I GILBERT © Thomas Telford and ICE 1992 NEW SOUTH WALES UNIVERSITY NON LINEAR TIME DEPENDENT BEHAVIOUR SLENDER CONCRETE FILLED RECTANGULAR STEEL COLUMNS HOLLOW SECTIONS ECCENTRIC LOADS DEFLECTION COMPOSITE RESPONSES RHS COMPUTERS Non-linear time...

...S G O WILLIAMS; J A LITTLE © Thomas Telford and ICE 1992 SIR OWEN WILLIAMS HERIOT WATT UNIVERSITY STRUCTURAL BEHAVIOUR SHEETPILES INTERLOCKED GRAVITY COMBINED SECTIONS STRESS DISTRIBUTION TRANSFER SHEAR STRAIN MEASUREMENT LARSSEN A1M CONSTRUCTION ROADS MOTORWAYS...

...ROM WILLIAMS; A C CASSELL; L F BOSWELL © Thomas Telford and ICE 1992 SIR OWEN WILLIAMS CITY UNIVERSITY COMPUTERS DESIGN AIDS PRESTRESSED CONCRETE BOX BEAMS VARIABLE SECTIONS CURVED STRESS TORSION WARPING DISTORTION FINITE ELEMENTS PROGRAMS LOADING PRESTRESSING...