... PREDICTION PLAIN PRISMS STRIP REINFORCED BEAMS FLEXURE SHEAR TRIAXIAL MEMBERS ULTIMATE Proc. lnstn Civ. Engrs, Part 2, 1991, 91, Sept., 517-544 PAPER 9746 STRUCTURBAULILDAINNDG Three-dimensional non-linear finite-element model forstructural concrete. Part 1:main features and objectivity study F...

... zone. The models were manufactured anadt tested the Instituteof Industrial Science, University of TokIynoc. omparison with the conventional European members, the modified section shows significant improvement in the ductility and energy absorption capacity under cyclic and transient dynamic loading...

...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...

...T EALEY; P KELLY; D WAKEFIELD; NEWTON RAPHSON © Thomas Telford and ICE 1990 BURO HAPPOLD CULTURAL CENTRES ROOFS SYSTEMS ANALYSIS DESIGN CONSTRUCTION LATTICE SHELLS CABLES NETS MEMBERS LOADS LOADING GEOMETRY WALLS FABRICATION COLLAPSE EVALUATION SOLUTIONS NON...

...A R KEMP © Thomas Telford and ICE 1990 WITWATERSRAND UNIVERSITY h o c . Instn Civ. Engrs, Part 2,1990, 89, Sept., 387406 UGCINTEU9ER5R8AI9NLGPAPERNR GROUP Quantifying limit-states of rotation capacity in flexural members A. R. KEMP, BSc(Eng), MSc(Eng), PhDM, IStructE, FSAICE* A general...

...MA BRADFORD; BS 5950 © Thomas Telford and ICE 1990 NEW SOUTH WALES UNIVERSITY DESIGN BEAMS PARTIAL ENDS RESTRAINT FINITE ELEMENTS METHODS ANALYSIS ELASTIC DISTORTIONAL BUCKLING STUDIES STABILITY ISOLATED I SECTIONS SECTIONS THEORY MEMBERS GEOMETRY HOT ROLLED...

...B STAFFORD SMITH; M CRUVELLIER © Thomas Telford and ICE 1990 MCGILL UNIVERSITY MONTREAL BUCKLAND AND TAYLOR PLANAR ASYMMETRIC METHODS COMPUTERS LOADS TWIST SIMULATION BEHAVIOUR MODELLING BUILDING MODELS ANALYSIS HORIZONTAL MEMBERS FORCES PROGRAMS TESTS TECHNIQUES...

... is demonstratedthatthesegeometric variations of jointco-ordinatesmustcompriseacombination of member rotationand member elongation. It is also shown that the theorems of geometric variation satisfy both compatibility and equilibrium conditionAs.general matrix formulationof these theorems is presented for use incomputer programs...

...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...

.... 311 DISCUSSION prestressed members. He suggests that reference 3 considers the problem only after the cross-section is fixed.This is true on the whole, but in Fig. 4 of that paper the function dP,/dA is introduced. This shows how the cross-sectional shape can be altered to reduce the prestress force...

...YC WANG; DA NETHERCOT © Thomas Telford and ICE 1989 SHEFFIELD UNIVERSITY ULTIMATE STRENGTH ANALYSIS THREE DIMENSIONAL BRACED I BEAMS BRACING STIFFNESS FORCES LOADS MEMBERS FINITE ELEMENTS PROGRAMS INITIAL DEFORMATION PLASTICITY EXPERIMENTS THEORY ELASTIC...

...BP HUGHES; AT MAHMOOD; J SPRINGFIELD © Thomas Telford and ICE 1989 CARRUTHERS & WALLACE TORONTO EARLY THERMAL CRACKING ENDS RESTRAINED THICK REINFORCED CONCRETE MEMBERS CRACKS WIDTH CONTROL TENSILE YIELD CAPACITY REINFORCEMENT FINE RATIOS CREEP SLABS EFFECTIVE...

...BP HUGHES; AT MAHMOOD © Thomas Telford and ICE 1988 BIRMINGHAM UNIVERSITY JAMES CARRINGTON & PARTNERS CONCRETE REINFORCED MEMBERS BEHAVIOUR INSTRUMENTATION MECHANISMS TESTS WEATHER EXPERIMENTS CRACKS CRACKING LABORATORIES THEORY BEAMS THERMAL STRAIN Proc. Instn...

... in that structure and includes a detailed analysis of the results. This information is then used to assess the adequacy of the partial safety factor for concrete strength at the ultimate limit state. Introduction In the past, the amount of strength variation within structural members was not easy to assess...

... FRAMES RIGID SHEAR BENDING MEMBERS DEFORMATION CANTILEVER EQUATIONS BEHAVIOUR RESISTANCE Proc. Instn Civ.Engrs, Part 2, 1987,83, Dec., 755-767 PAPER 9205 STRUCTURAL ENGGRIONUEEPRING Approximate rotation analysis for plan-symmetric high-rise structures c.J. D. HOENDERKAMP, PhD, MEng, BSc* B...

... ENVIRONMENTAL FORCES LEGS FIXED LINEAR JACKETS TESTING ROTATION GEOMETRY MATERIALS DEFLECTION CAPACITY COMPUTERS NON LINEAR MEMBERS THICKNESS PLATING ENVIRONMENT EKOFISK NORTH SEA Proc. Instn Ciu.Engrs, Part 1, 1987,82, Oct., 949-979 9199 MAGRRIOTIUMPE ENGINEERING Ekofisk platform 2...

...KJ CAMPBELL; BA COATES; IH REITH; JFA MOORE; TP LEES; R JOWETT; RG KINNEAR; JP THEOPHILUS © Thomas Telford and ICE 1987 HOUSES REINFORCED CONCRETE PREFABRICATED SYSTEMS PANELS DETERIORATION PROBLEMS MEMBERS STRUCTURAL RATE UNITS PANELS REPAIRS BUILDINGS MAINTENANCE COLLAPSE...

...C WADE; J HEYMAN; JR HORSLER © Thomas Telford and ICE 1986 TIMBER VAULTS OCTAGONS CATHEDRALS STRUCTURES DESIGN HORIZONTAL MEMBERS JOINTS BEHAVIOUR CREEP LOZENGING ELY UK Proc. Instn Civ. Engrs, Part 1, 1986,80, Oct., 1423-1424 8895 DISSCTURSUESNCIGTOUINNREAELRING...

...WM PINKNEY; SH PERRY; P WALDRON; CC BANKS © Thomas Telford and ICE 1986 ELASTIC ANALYSIS EXPERIMENTAL BEHAVIOUR COLLAPSE PRESTRESSED CONCRETE BRIDGES BIFURCATION GRILLAGES COMPUTERS MODELS FLEXURAL METHODS STIFFNESS LONGITUDINAL MEMBERS GIRDERS BOX CELLS WEBS LOADS...

... charts giving the plastic moments of resistance of the members in the minimum weight design of multi-bay singlestorey rectangular portal frames loaded horizontally at the eaves and vertically in the centre of each bay. The procedure is based on a linearized weight function and on the kinematic theorem...