... 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...

... WATER CEMENT RATIOS DURABILITY SURFACE ABSORPTION CARBONATION FREEZE THAW ABRASION RESISTANCE SULPHATES TECHNOLOGY MANUFACTURE RECYCLING MATERIALS STUDIES EXPERIMENTS FRESH WORKABILITY STABILITY PROPORTIONS HARDENED CURING AIR LOSS CUBES FILLERS PFA PULVERISED FUEL ASH ASH...

...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...

... CAPACITY COLLAPSE DEFLECTION EXPERIMENTS STUDIES PARAMETRIC ELASTIC MODULUS STRENGTH COMPRESSIVE MATERIALS PROPERTIES TENSILE BACKFILL FILL DISPERSAL ANGLES PROGRESSIVE DEVELOPMENT CRACKING RINGS LIVE BRICKWORK BRICKS MAINTENANCE INSPECTION PACKAGES TWO DIMENSIONAL MODELS...

..., the front face experiences a re¯ected overpressure while the roof and sides are traversed by the lower incident or side-on pressure. There is thus a pressure di€erence between the front and the roof and sides, and the process whereby pressure equalization occurs is known as clearing. The result...

... MEASUREMENT LOADING LOADS PREDICTION RESONANT FREQUENCIES TESTS EXPERIMENTS DATA SIGNALS DISPLACEMENT STEEL SURVEYING APPLICATIONS METHODS SENSORS MOVEMENT TECHNOLOGY DYNAMICS RESPONSES HUMBER BRIDGE UK Monitoring of structures using the Global Positioning System Proc. Instn...

... 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 WALES UNIVERSITY CARDIFF CZECH REPUBLIC SCIENCES ACADEMY © Thomas Telford and ICE 1997 STEEL SLENDER PLATES WEBS FATIGUE ASSESSMENT SHEAR BUCKLING REPEATED EXPERIMENTS THEORY STUDIES CRACKS INITIATION...

... of the unpredictability of the natural wind and the difficulties of full scale experiments it quickly became apparent that a method for testing in more controlled conditions was required. In 1759 Smeaton1 wrote In trying experiments on windmill sails, the wind itself is too uncertain to answer the purpose: we must...

...) The theoretical values for the two factors for the panel in this exercise are listed in Table 4 and termed theoretical . 27. The panel frequency can also be calculated using the measured mode shape data rather than equation 2. In the experiment, the forced vibration tests (FVT) include measurements of the mode...

...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...

... INFILTRATION MOVEMENT DISTRIBUTION MOISTURE ELECTRICAL MONITORING TECHNIQUES METHODS CUMULATIVE VOLUMETRIC GAIN PERMEATION PROPERTIES DURABILITY REINFORCED TESTS REWETTING MEASUREMENT SPECIMENS CONDITIONING EXPERIMENTS SURFACE CONDUCTIVITY INFLUENCE Wetting and drying of cover-zone...

... 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...

...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...

... 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...

... 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...

...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...

...T G HUGHES BRIDGES MASONRY ARCHES TWIN SPAN ANALYSIS ASSESSMENT SIMPLE MECHANISMS METHODS PARAMETRIC STUDIES REGRESSION BEHAVIOUR LOADING LOADS PATTERNS MULTI SPAN SPANS SINGLE SPAN TESTS EXPERIMENTS GEOMETRY SEVEN PIN © Thomas Telford and ICE 1995 WALES...