...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...

... 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...

... 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...

...) (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...

... strength and tensile strength and the back®ll's load dispersal angle. The in¯uence of each parameter on the modelled behaviour of the ®eld tests at Bridgemill, Strathmashie and Barlae was also considered. The FE model 4. Eight-noded quadrilateral elements (one node per corner plus four midside nodes) were...

... of the elastic modulus within the concrete. When such a beam is loaded it does not buckle at a ®xed load, but the minor-axis de¯ection tends to increase, eventually becoming asymptotic to the post-buckling response, but only at a large de¯ection. Similar behaviour occurs if the beam supports are not level. 8...

... 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...

...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...

... ANALYSIS STRUCTURES REHABILITATION FABRICATION 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...

... 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...

... 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 of the connecting beams, which are the key vibration-control devices of the structure. Based...

...A NADJAI; P KIRBY © Thomas Telford and ICE 1998 ULSTER UNIVERSITY SHEFFIELD UNIVERSITY STEEL FRAMES COLLAPSE INFILLED SEMI RIGID CONNECTIONS PANELS RESPONSES FORCES LATERAL LIMIT ANALYSIS DESIGN METHODS STRENGTH STIFFNESS JOINTS BEHAVIOUR MOMENTS ROTATION BEAMS...

...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...

...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 Reinforced concrete two-span continuous deep beams Proc. Instn Civ. Engrs Structs & Bldgs, 1998, 128, Feb., 12 25 N. K. Subedi, BSc(Eng), PhD, CEng, FICE, FIStructE, MASCE Paper 11283 This paper describes the structural behaviour of two equal span continuous reinforced concrete deep...

...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...

... METHODS REDUCED TRANSFER MATRIX MATRICES CONSTRUCTION TEMPORARY INCREMENTAL BEARINGS FIXED OPTIMISATION STRUCTURAL BEHAVIOUR Solution of the continuous beam in launched bridges M. Rosignoli, DrIng Proc. Instn Civ. Engrs Structs & Bldgs, 1997, 122, Nov., 390 398 Paper 11359 s The design...

...G I B RANKIN; A E LONG CONCRETE SLABS ARCHING ACTION STRENGTH ENHANCEMENT LATERALLY RESTRAINED RESTRAINT LATERAL STRIP BEHAVIOUR ULTIMATE LOADS CAPACITY REINFORCED DEVELOPMENT COMPRESSIVE MEMBRANES METHODS PREDICTION ENHANCED DEFORMATION THEORY ELASTIC PLASTIC STRESS...