...R T SEVERN; EUROCODE 8; EERC © Thomas Telford and ICE 1999 BRISTOL UNIVERSITY EARTHQUAKE ENGINEERING RESEARCH CENTRE EERC EARTHQUAKES ENGINEERING EXPERIMENTS RESEARCH EUROCODES SEISMIC DESIGN STRUCTURES SHAKING TABLES LABORATORIES PERFORMANCE REINFORCED CONCRETE...

... 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...

... for recycled aggregate concrete. Construction and Building Materials, 1990, 4, No. 4, 188±193. 11. HANSEN T. C. and NARUD H. Strength of recycled concrete made from crushed concrete coarse aggregate. Concrete International, 1983, 79±83. 12. SCHULZ R. R. West Germany must learn from long experience. Building...

...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...

... INTERACTION GENERATION REFLECTION OVERPRESSURE PRESSURE SURFACES EQUALISATION PLASTIC STEEL PLATES TRANSDUCERS INSTRUMENTS INSTRUMENTATION DATABASES EDGES IMPULSES PREDICTION DESIGN STRUCTURES DYNAMICS FACES DETONATION EXPERIMENTS Clearing of blast waves from building facades Proc...

... is 0.116 Hz, while for the lateral movement the frequency of oscillation is 0.052 Hz. These values compare extremely well with those calculated using the computer model, and also with the natural frequencies reported from experiments using other techniques. A comparison is given in Table 1. Discussion...

... 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...

...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...

...T M ROBERTS; A W DAVIES; M H OSMAN; M SKALOUD; EUROCODE 3 © Thomas Telford and ICE 1997 WALES UNIVERSITY CARDIFF CZECH REPUBLIC SCIENCES ACADEMY STEEL SLENDER PLATES WEBS FATIGUE ASSESSMENT SHEAR BUCKLING REPEATED EXPERIMENTS THEORY STUDIES CRACKS INITIATION...

... DATA STIFFNESS STRENGTH METHODS PREDICTION FREQUENCY ULTIMATE FAILURES NUMERICAL MODELS MODELLING ESTIMATING ESTIMATION NATURAL PRESSURE CALCULATIONS EXPERIMENTS CHAMBERS EVALUATION SUPPORT ASSESSMENT DYNAMIC DAMAGE Testing and analysis of reinforced concrete panels subject...

...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...

...P A BLACKMORE; BRE; BS 6399 © Thomas Telford and ICE 1997 BUILDING RESEARCH ESTABLISHMENT BRE STRUCTURES BUILDINGS DESIGN WIND TUNNELS TESTING ROLE TESTS ESTIMATION WIND EFFECT FORCES LOADS LOADING CODES EXPERIMENTS METHODS COST EFFECTIVE CASE STUDIES MEASUREMENT...

... EXPERIMENTS ENVIRONMENT Design charts relating to protection of structures against airblast from high explosives T. A. Rose, BSc, P. D. Smith, MA, MSc, PhD, CEng, MICE and G. C. Mays, BSc, PhD, CEng, FICE, MIStructE, MIHT Proc. Instn Civ. Engrs Structs & Bldgs, 1997, 123, May, 186 192 Paper 11104 Written...

... EXPERIMENTS SURFACE CONDUCTIVITY INFLUENCE Wetting and drying of cover-zone concrete W. J. McCar ter, BSc, PhD, CEng, MICE, and D. Watson, BEng Proc. Instn Civ. Engrs Structs & Bldgs, 1997, 112, May, 227 236 Paper 11166 s The influence of wetting and dr ying on cover-zone concrete was studied. Plain...

...P DESAYI; H K SESHADRI CONCRETE REINFORCED CONNECTIONS SHEAR STRENGTH PUNCHING SLABS FLAT CORNERS COLUMNS STUDIES BEHAVIOUR METHODS QUASI EMPIRICAL TESTS EXPERIMENTS PREDICTION CODES PRACTICE STANDARDS SYSTEMS STRUCTURAL CRACKS FAILURES LOADS SPECIMENS REINFORCEMENT...

... 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...

... LABORATORIES SCALE BRICKS EXPERIMENTS Non-destructive evaluation of the dynamic response of a brickwork arch A. Bensalem, BEng, PhD, C. A. Fair field, BEng, PhD, MIHT, MInstNDT and A. Sibbald, BSc, MSc, PhD, CEng, MICE, FInstNDT Proc. Instn Civ. Engrs Structs & Bldgs, 1997, 122, Feb., 69 82 Paper 10894...

...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...

...AI KAH SOH; CHEE KIONG SOH; A K SOH; C K SOH © Thomas Telford and ICE 1996 NANYANG TECHNOLOGICAL UNIVERSITY SINGAPORE JOINTS K JOINTS TUBULAR STRESS CONCENTRATION LOADING BASIC COMBINED LOADS TESTS RIGS EXPERIMENTS BENDING AXIAL IN PLANE OUT OF PLANE FINITE ELEMENTS...

... arch bridges loaded to failure. Experi- The experimental results gave 455kN and mental results' also exist for the single-span 315 kN for quarter-point loading with the span- equivalent structure; this, therefore, provides drel wall attached and detached respectively, the ideal comparison. The arches...