... 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...

...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...

... 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...

...% compared to that of the control beam which was subjected only to distributed load within the two supports. Subsequently, Aoyagi and Islam8,9 conducted a similar experiment with the distributed load replaced by two point loads applied symmetrically within the span length (i.e. each beam was subjected...

...) be limited to 2 for panels with larger aspect ratios. P : kN 100 Experiment Analytical A1 A4 0 200 P : kN 100 0 0 B1 B4 200 p: N/mm2 400 0 log N125 12·601 3log pr (N 5 106) (11) log N125 16·536 5log pr (N 5 106) (12) Theoretical values of the number of load cycles to fatigue failure Np, based...

...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...

... 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 to explosive and static loading B. R. Ellis...

... 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...

...- tion was made of the blast environment behind a plane cantilever blast wall 1:10 scale in a region extending to approximately six wall heights behind the wall and to three wall heights above the ground. The series of experiments was extended, as described in a second document by Rose et al.,3...

... 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 © Thomas Telford and ICE 1997 INDIAN INSTITUTE OF SCIENCE CONCRETE REINFORCED CONNECTIONS SHEAR STRENGTH PUNCHING SLABS FLAT CORNERS COLUMNS STUDIES BEHAVIOUR METHODS QUASI EMPIRICAL TESTS EXPERIMENTS PREDICTION CODES PRACTICE STANDARDS...

... 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...

... loads predicted by the pro- crude. Design methods which providesafe and posed method are compared with the economical solutions are necessary. values predicted by BS 8110 (1985)and EC 2 2. Most of the recent analysis methods for (1992) for 127 columns in eleven experi- slender reinforced concrete...