... ULTIMATE REINFORCED CONCRETE FAILURES CRITERION INTERACTION RELATIONSHIPS LIMITING VALUE STRESS NORMAL COMPRESSION ZONES T BEAMS HIGH HIGH STRENGTH CONTINUOUS PROPERTIES LOADS TESTS RATIOS SLENDERNESS CODES PRACTICE BIAXIAL ELASTIC DISTRIBUTION BEHAVIOUR FLEXURE RESISTANCE...

...A N BEAL; N KHALIL; BS 8110 © Thomas Telford and ICE 1999 THOMASON BALAMAND UNIVERSITY TRIPOLI CONCRETE COLUMNS DESIGN STRENGTH HIGH STRENGTH NORMAL HIGH RESEARCH METHODS GRAPHICAL BUCKLING ANALYSIS CAPACITY SLENDERNESS LOADING CONDITIONS LOADS BEHAVIOUR...

... ANALYSIS TESTS BEAMS DUPLEX LOADS EXPERIMENTS BENDING FINITE ELEMENTS COMPRESSIVE GFRP GLASS FIBRES REINFORCED SANDWICH FLANGES ACTION INDENTS FOAM SHUTTERING FAILURES FLEXURAL CRUSHING WEBS SHEAR BEHAVIOUR PREDICTION RIGIDITY CAPACITY REINFORCEMENT STRENGTH MATERIALS PREPREG...

... the behaviour of structures when subjected to ®re conditions. In recent years a computer program, VULCAN, has been developed at the University of Sheeld for the threedimensional structural analysis of composite and steel-framed buildings in ®re. In this paper the main features of the program are outlined...

... IMPERFECTIONS LOADS PLOTS BOWS HANGING TRANSPORT ROTATION BEHAVIOUR SIMPLE Lateral stability of long precast concrete beams Proc. Instn Civ. Engrs Structs & Bldgs, 1999, 124, May, 169±180 T. J. Stratford, BA, BEng, and C. J. Burgoyne, BA, MSc, CEng, MICE & Modern precast concrete bridge beams...

...) (c) The frames are sway structures and the critical load de®nes the bifurcation load. (d ) The structures are regular in the sense that the geometrical and sti€ness characteristics do not vary over the height. Characteristic deformations and stiffnessesÐbasic behaviour 6. The behaviour of frameworks...

... MATERIALS PROPERTIES TENSILE BACKFILL FILL DISPERSAL ANGLES PROGRESSIVE DEVELOPMENT CRACKING RINGS LIVE BRICKWORK BRICKS MAINTENANCE INSPECTION PACKAGES TWO DIMENSIONAL MODELS BEHAVIOUR MODELLING RED SANDSTONE RUBBLE ASHLAR BRIDGEMILL STRATHMASHIE BARLIE SCOTLAND UK...

... CRITICAL ESTIMATING IMPERFECTIONS SUPPORTS LEVELNESS STRESS SECOND ORDER EFFECT IMPERFECT METHODS PRESTRESSED Y BEAMS SY BEAMS SPANS BUCKLING FAILURES TOPPLING HANGING TRANSPORT SENSITIVITY MINOR AXIS CURVATURE REPRESENTATION DEFLECTION BEHAVIOUR PLOTS BENDING SLENDER LENGTH...

...A NADJAI; D JOHNSON; J F LYNESS © Thomas Telford and ICE 1999 ULSTER UNIVERSITY NOTTINGHAM TRENT UNIVERSITY BUILDINGS TALL STRUCTURES SOILS INTERACTION DISCRETE FORCES METHODS BASES FLEXIBILITY ELASTOPLASTIC BEHAVIOUR SPATIAL SHEAR WALLS LOADS LOADING MODELS...

... MODELLING BEHAVIOUR FINITE ELEMENTS SIMULATION TESTS LOSS SURFACE RELIEF BLOCKS Theory and application of the hard inclusion techniques for the measurement of in situ stresses in prestressed concrete box-girder bridges M. J. Ryall, BSc, MSc, PhD, CEng, MICE, MIStructE, MIABS Proc. Instn Civ...

... THIN WALLED BOX GIRDERS PORTAL FRAMES EDGES STRESS LAG SHEAR MODELLING MODELS STRUCTURES BEHAVIOUR FATIGUE CRACKS FORECASTS MECHANICS SLENDER LARGE STIFFNESS FLANGES Structural repair and strengthening of the steel structures of ship unloaders Proc. Instn Civ. Engrs Structs...

.... Dai, BEng, MEng, PhD, and Y. K. Cheung, BSc, PhD, DSc, DE, FEng, CEng, FICE, FIStructE This paper deals with the elasto-plastic behaviour of reinforced concrete slit shear walls, a new type of earthquake-resistant wall structure. The softened truss model was used to analyse the inelastic behaviour...

...S TENG; F K KONG; S P POH © Thomas Telford and ICE 1998 NANYANG TECHNOLOGICAL UNIVERSITY SINGAPORE NEWCASTLE UNIVERSITY AUTOWAYS CONSTRUCTION KUALA LUMPUR CONCRETE BEAMS DEEP REINFORCED PRESTRESSED STRENGTH SHEAR DESIGN METHODS EQUATIONS RESEARCH CODES BEHAVIOUR...

... PROPERTIES WEBS ORTHOGONAL REINFORCEMENT DEFORMATION BEHAVIOUR ULTIMATE LOADS CRACKING FAILURES MODES STEEL TENSION STRAIN RATIOS SPAN TO DEPTH EQUATIONS CRACKS SPLITTING DIAGONAL LIMIT STATE Shear strength of reinforced and prestressed concrete deep beams. Part II: the supporting...

... of individual connections. Therefore, a scheme is developed whereby connections are classi ed in terms of their strength and stiffness using moment rotation data. The results from an investigation into the in uence of these joints on the behaviour of structural panels are presented. Keywords: buildings...

...M S ISLAM; H J PAM; A K H KWAN; AOYAGI © Thomas Telford and ICE 1998 HONG KONG UNIVERSITY CONCRETE BEAMS SHEAR CAPACITY STRENGTH HIGH HIGH STRENGTH INFLECTION SPANS CODES STANDARDS DESIGN REINFORCED EXPERIMENTS FAILURES BEHAVIOUR EQUATIONS TESTS LOADS FOUR POINT...

...M A BRADFORD; H D WRIGHT; B UY Short- and long-term behaviour of axially loaded composite pro led walls Proc. Instn Civ. Engrs Structs & Bldgs, 1998, 128, Feb., 26 37 Paper 11333 M. A. Bradford, BSc, BE, PhD, CPEng, FIEAust, MIStructE, MASCE, H. D. Wright, Written discussion closes 29 May BEng...

...N K SUBEDI © Thomas Telford and ICE 1998 DUNDEE UNIVERSITY BEAMS CONCRETE REINFORCED DEEP CONTINUOUS TWO SPAN SPANS STRUCTURAL BEHAVIOUR SHEAR DEPTH WEBS RATIOS MODES FAILURES CRACKS PLATES CRUSHING TESTS PREDICTION ULTIMATE LOADS METHODS ANALYSIS FORCES...

... truss hardening of the concrete, collaborate in the composite action; the half-section steel beams and the stiffening trusses. 7. The transmission of the shear composite action from the steel jacket to the interior concrete was achieved with stirrups of reinforcing steel (Fig. 9) Structural behaviour...

... different from those occurring in service. It is important to optimize the structural behaviour of the deck even for launching phases, and not to be obliged to add material in sections where their presence would be useless or, worse, harmful, in the final position. 2. To this end the movement of the deck...