...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...

...K H NG; C A FAIRFIELD; A SIBBALD; LUSAS © Thomas Telford and ICE 1999 NAPIER UNIVERSITY BRIDGES ARCHES ANALYSIS MASONRY FINITE ELEMENTS METHODS ASSESSMENT LOADS CARRYING CAPACITY COLLAPSE DEFLECTION EXPERIMENTS STUDIES PARAMETRIC ELASTIC MODULUS STRENGTH COMPRESSIVE...

... LOADS STANDARDS BRITISH PROPERTIES CARRYING CAPACITY Strength of adjustable propsÐeffect of shear-pin position Proc. Instn Civ. Engrs Structs & Bldgs, 1999, 134, May, 139 ± 146 T. D. G. Canisius, BSc (Eng), MASc, PhD, and A. Maitra, BSc, CEng, MICE & This paper contains the results of a series...

... 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...

... RESISTANCE LIMIT STATE CARRYING CAPACITY Time-varying reliability model of steel girder bridges Proc. Instn Civ. Engrs Structs & Bldgs, 1998, 128, Nov., 359 367 C.-H. Park, BS, MS, A. S. Nowak, MS, PhD, P. C. Das, BTech, PhD, CEng, MICE, and A. R. Flint BSc(Eng), PhD, FEng, FIStructE, FICE, OBE...

...T J IBELL; C T MORLEY; C R MIDDLETON; BD44/95; BS 5400 © Thomas Telford and ICE 1998 CAMBRIDGE UNIVERSITY BRIDGES CONCRETE BEAM AND SLAB BEAMS SLABS SHEAR ASSESSMENT THREE DIMENSIONAL UPPER BOUNDS PLASTICITY SOLUTIONS TESTS METHODS CAPACITY PREDICTION MODELS THEORY...

.... The main design problem is the transfer of tension between the bolts and the beam reinforcement, but the results indicate that this can be overcome by conventional design. Testing done under reversible cyclic loading conditions suggested a good energyabsorption capacity. Keywords: beams & girders; concrete...

... CAPACITY DESIGN METHODS RESISTANCE FUNCTIONS FORMULAE MOVEMENT LOADS THEORY EXPERIMENTS PARTIAL PREDICTION An analysis of the true bending strength of steel beams Proc. Instn Civ. Engrs Structs & Bldgs, 1998, 128, May, 188 197 M. P. By eld BEng, PhD, and D. A. Nethercot, BSc, PhD, DSc, FEng...

...D A PONNIAH; D J PRENTICE © Thomas Telford and ICE 1998 EDINBURGH UNIVERSITY BRIDGES ARCHES MASONRY LOADS CARRYING CAPACITY ESTIMATED MULTI SPAN MODELS TESTS ESTIMATING ASSESSMENT METHODS REASSESSMENT FILL DOUBLE SPANS TIMBER DRY GRANULAR DENSITY SECONDARY...

...M S ISLAM; H J PAM; A K H KWAN; AOYAGI Shear capacity of high-strength concrete beams with their point of in ection within the shear span Proc. Instn Civ. Engrs Structs & Bldgs, 1998, 128, Feb., 91 99 Paper 11509 M. S. Islam, BSc(Eng), MEng, MPhil, MIEB, H. J. Pam, ME, PhD, MIEAust, CPEng, Written...

...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...

.... These and other tests2,3 have suggested that bolts and their connected elements can undergo considerable deformation in fire whilst still maintaining their load carr ying capacity, a fact often supported by observations of fire-damaged structures.4 A limited number of studies,5 based on postulated connection...

...T G HUGHES; M J BLACKLER; MEXE © Thomas Telford and ICE 1997 WALES UNIVERSITY CARDIFF MOTT MACDONALD MASONRY ARCHES ASSESSMENT METHODS BRIDGES LOADS PROCEDURE EXPERIMENTS FAILURES MECHANISMS ANALYSIS CARRYING CAPACITY MEXE PINNED ELASTIC CRACKING DATA SELECTION...

...M BUSSELL; J TUBMAN; BD21/84 © Thomas Telford and ICE 1997 OVE ARUP BRIDGES ASSESSMENT LOADS LIVE STRUCTURES DISTRESS CORROSION DAMAGE STEEL METAL CAPACITY ADELAIDE BRIDGE LEAMINGTON SPA UK DISCUSSION Assessment of Adelaide Bridge, Royal Leamington Spa J...

...P MONTAGUE; T NASH; C D GOODE; P BROUGHTON © Thomas Telford and ICE 1997 PHILLPS PETROLEUM COMPANY NORWAY STEEL CONCRETE CYLINDERS COMPOSITE LARGE EXTERNAL PRESSURE TESTING TESTS ULTIMATE CAPACITY SHEAR THICKNESS SKIN LOADS Large steel concrete composite cylinders...

... plates increase the ultimate capacity of beams but reduce ductility. Bonded plates are effective in carr ying increased proportions of internal moment couples beyond yield of internal reinforcement. Ultimate capacity falls with reducing plate aspect ratio and beam shear span/depth ratio; shear type...

.... The improvement in the load-carr ying capacity was related to the increase in the bond between the parent concrete and the repair material, inter alia, the steel reinforcement for an ef fective load transfer. One of the epoxy resin mortars investigated, as well as silica fume cement concrete, to some extent, were...

...B BOSE; G K YOUNGSON; Z M WANG; EUROCODE 3 © Thomas Telford and ICE 1996 ABERTAY UNIVERSITY DUNDEE JOINTS DESIGN RULES EUROCODES APPRAISAL BOLTED ENDS PLATES ENDPLATES EXPERIMENTS TESTS FULL SCALE PROPERTIES MOMENTS RESISTANCE ROTATION STIFFNESS ROTATIONAL CAPACITY...

... SKIN TESTS ULTIMATE CAPACITY SEABED FABRICATION WELDS HEMISPHERICAL ENDS CLOSURES FILLING ANALYSIS COMPUTERS STEEL-CONCRETE CYLINDERS UNDER EXTERNALPRESSURE stiffeners, creating a hosot f difficult welding external pressure, is transferred mainly to the problems. It has been shown...