... FLEXURAL STIFFNESS SUPPORTS NEGATIVE SPANS LAUNCH Nose optimization in launched bridges Proc. Instn Civ. Engrs Structs & Bldgs, 1999, 134, Nov., 373 ± 375 M. Rosignoli, BSc, MSc, DrIng, PE & The design of a launched bridge is a€ected by temporary stresses arising from its movement over ®xed...

... 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...

... DESIGN INNOVATION CROSS SECTIONS EFFICIENCY SECTIONS RESISTANCE STRESS STATE COMBINED FLEXURAL SHEAR DEFORMABILITY ECCENTRIC INSTABILITY ...

... RATIOS EMBEDDED STEEL REINFORCEMENT STRENGTH DUCTILITY FAILURES STIFFNESS EXTERNAL THEORY SHEAR STRESS SPANS LOWER BOUNDS MECHANISMS FULL CODES PEELING MODES FLEXURAL CRACKS SPACING PREMATURE An insight into the structural behaviour of reinforced concrete beams with externally...

...K ARVIDSSON; VLASOV © Thomas Telford and ICE 1997 J & W STOCKHOLM BUILDINGS TALL MULTI STOREY WALLS SHEAR NON PLANAR COUPLED METHODS ANALYSIS STRUCTURES THREE DIMENSIONAL HOMOGENEOUS THEORY CONTINUUM PLANAR BEHAVIOUR FLEXURAL TORSIONAL NUMERICAL CALCULATIONS...

...R P JOHNSON; J CAFOLLA © Thomas Telford and ICE 1997 WARWICK UNIVERSITY WEBS CORRUGATED PLATES BUCKLING FLANGES LOCAL STEEL COMPOSITE COMPRESSION FLEXURAL BEHAVIOUR SHAPE CORRUGATION COMPRESSED CLASSIFICATION SLENDERNESS FINITE ELEMENTS ANALYSIS TESTS LABORATORIES...

... corrosion in the beams and slabs was accelerated by application of a direct current for various periods of time. The deteriorated specimens were repaired and tested for flexural strength. The results indicate that not all the repair materials are able to restore the original strength of the components...

... METHODS QUASI EMPIRICAL PREDICTION FAILURES EXPERIMENTS CRACKS FLEXURAL STRIP Punching shear strength of at slab corner column connections. Part 2. Fibre-reinforced concrete connections P. Desayi, BE, MTech, PhD, DSc and H. K. Seshadri Proc. Instn Civ. Engrs Structs & Bldgs, 1996, 122, Feb., 21...

... 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...

... CORROSION STANDARDS LAPPED SPLITTING FAILURES TESTS LOADS FLEXURAL CRACKS BEAMS SLABS Ultimate strength of lapped jointsof epoxy-coated reinforcement EPrnogcr.sInSstrtuncCtsiu&. Bldgs. 1994,104, Nov., 391-400 J . Cairns,BSc, PhD, and R. Abdullah, MSc, PhD Structural and Building Board...

...J CAIRNS; Z ZHAO; J R EYRE; M A NOKHASTEH; Z LIN; M RAOOF; D N SMITH © Thomas Telford and ICE 1994 UNIVERSITY COLLEGE LONDON SOUTH BANK UNIVERSITY CONCRETE BEAMS BEHAVIOUR EXPOSED REINFORCEMENT EXPERIMENTS DATA PERFORMANCE FLEXURAL REINFORCED DEBONDED STRENGTH DAMAGE...

... CRACKS WIDTH CALCULATIONS DEVELOPMENT STRUCTURAL DESIGN PREDICTION ACCURACY CONTROL EXPERIMENTS TESTS RIBBED FLEXURAL Performanceof epoxy-coated reinforcement at the serviceability limit state J. Cairns, BSc, PhD Proc. Instn Civ. Engrs Structs & Bfdgs, 1994,104, Feb., 61-73 Structural...

...J C CHAPMAN; D BUHAGIAR; T YOUNG; J PERRY © Thomas Telford and ICE 1993 IMPERIAL COLLEGE CHAPMAN & DOWLING MALTA UNIVERSITY BUCKLING EQUATIONS DESIGN TORSIONAL STRUTS FLEXURAL STRESS DISTRIBUTION DISPLACEMENT METHODS CALCULATIONS SPREADSHEETS BIAXIAL IMPERFECTIONS...

... SLENDERNESS PANELS CODES STIFFENED FLEXURAL STIFFNESS IMPERFECTIONS CONVERGENCE RESISTANCE Behaviour of a web plate inshear with R o c . Insh Civ. Engrs Siructs & an intermediate stiffener Bfdgs. 1993,99, Aug.. 327-344 c.G.S. Stanway, BE, PhD C h a p m a n , PhD, FEng,FCGI, FICE,FRINA, FIStrwtE...

...H SCHOLZ © Thomas Telford and ICE 1993 WITWATERSRAND UNIVERSITY CONCRETE CRACKS ALTERNATIVE WIDTH COMPUTATION MEMBERS PRESTRESSED LOADING LOADS FLEXURAL CRACKING DEFLECTION METHODS THEORY MODELS SPACING TESTS BEAMS Alternative crack width computation...

... FLEXURAL BEAMS SLABS Strenqth and stiffnessof discrete U-frames in composite plate girders Proc. Instn Ciu. Engrs Structs & Bldgs, 1993,99, May, 199-209 R. P.Johnson, MA, FEng, FEE, FIStmctE, and Shiming Chen, BSc, MSc, PhD Structural Board Paper 10140 Tests are reported elsewhere on a struc- S...

... RESPONSES FLEXURAL CRACKS CRACKING STRESS BRICKS VARIABLES STEEL PRESTRESS FORCES TENSILE MASONRY THREE PHASE An experimental investigationof post-tensioned brickworkfin walls Y. Daou, BSc, MSCP, hD, and B. Hobbs, BSc, MICE Proc. Instn Ciu. Engrs Structs & Bldgs, 1992, 94, Nov., 429-438 Paper...

... MODES FAILURES STRUCTURAL LOADS LOADING RESPONSES CRACKING ULTIMATE STRENGTH REINFORCEMENT CONSTRUCTION FLEXURE BEARING DIAGONAL SPLITTING FLEXURAL SHEAR COMPRESSION STIFFENERS ENDS COLUMNS CRUSHING MECHANISMS Slender reinforced concretfelanged beams: experimental work Proc...

...R B DUARTE; B P SINHA © Thomas Telford and ICE 1992 EDINBURGH UNIVERSITY LATERAL STRENGTH BRICKWORK PANELS OPENINGS BEHAVIOUR PRESSURE BRICKS TESTS FAILURES VARIABLES ASPECT RATIOS BOUNDARIES CONDITIONS EXPERIMENTS WALLS WALLETTES CRACKS ELASTIC FLEXURAL YIELD...

..., the analysis of flexural behaviour is element P ultimate load capacityper unit width of element P,, ultimate load capacity per unit widthof undamaged element p load capacity factor 0 = P/PJ r radius of gyration of compressed concrete about its centre rc radius of gyration of total concrete section T tension...