... VIBRATORS FREQUENCIES COMPUTERS LOGGING PROCESSING OUTPUT ACCELEROMETERS WAVES MODELS STANDING OSCILLATORY STATIC PEAK VIBRATIONS TECHNIQUES METHODS ACCELERATION OSCILLATIONS TIMBER MAGNITUDE MODES IMMERSION LABORATORIES STUDIES Proc. Instn Cio.Engrs, Part 2, 1991,91, Sept., 603...

... FIELD MEASUREMENT SUSPENDED STREAMFLOW DATA GEOLOGY SURVEYS QUANTITY DISCHARGES VARIATIONS MAGNITUDE FLOW SEASONS TESTS STATISTICS BOUNDARIES CONDITIONS MATHEMATICS MODELS GAUGING STATIONS INFLUENCE TIME HISTORY HISTORY TIME SACRAMENTO R CALIFORNIA Proc. lnstn Ciu...

... RATIOS FORMULAE SPECIMENS DESIGN MANUFACTURE CALCULATIONS SUPPORTS EXPERIMENTS EQUATIONS COMPRESSION FAILURES MAGNITUDE Proc. Instn Ciu. Engrs, Part 2, 1989,87, Sept.,401414 PAPER 9450 STRUCTURAL ENGGRINOEUEPRING Ultimate shear testosf prestressed concrete I-beams GU YI KANG* ZHI ME1 WU* L1...

...N COOKE © Thomas Telford and ICE 1987 CANTERBURY UNIVERSITY CHRISTCHURCH, NEW ZEALAND INSTABILITY MASONRY ARCHES ANALYSIS METHODS LOADS RIBS DEFORMATION GEOMETRY BRIDGES DEFLECTION COLLAPSE MAGNITUDE CIRCULAR FILL VOUSSOIRS RIVERS TESTON KENT RIVER MEDWAY...

... LOADS DAMPING STRUCTURAL INERTIA FORCES CORRELATION SUPPORTS MOVEMENT ACCELERATION STUDIES NUMERICAL FREQUENCY TIME HARMONIC ANTENNAE FORWARD INTEGRATION POTENTIAL ENERGY WORK CONVERGENCE SCALING MAGNITUDE VELOCITY SPECTRA POWER MATRICES MATRIX TURBULENT MODELS MODELLING...

... the same acceleration. These additional, pseudo-static displacements are timedependent, and cause stresses to be added to the dynamicstresses which derive from inertia. First in this Paper, the magnitude of these stresses for a single bay and a three-bay portal frame, with speeds of propagation equal...

... MEASUREMENT CODES PRACTICE STANDARDS DATA LONGITUDINAL MAGNITUDE METHODS EXPERIMENTS DISTRIBUTION PROCESS HOT COLD COLD FORMED TENSILE COMPRESSIVE MATERIALS IMPERFECTIONS GRADIENTS Proc. InstnCiu. Engrs, Part 2,1983,75, Dec., 599-616 PAPER 8682 Effect of residual stresses on the column...

... MECHANISMS METHODS SHEAR STRESS FLOOD PLAINS INTERFACE EQUATIONS VELOCITY MOMENTUM TURBULENT MAGNITUDE HYDROMETRY DISTRIBUTION HYDRAULIC RADIUS DEPTH ASYMMETRICAL Proc. Instn Ciu.Engrs. Part 2, 1982,73, Dec., 849-855 TN 328 DISCUSSION Rating curves for rivers with overbank flow D...

... POWER STATIONS METHODS MAGNITUDE SPECTRA HAZARDS ANALYSIS RESPONSES UK USA Proc. Instn Civ. Engrs, Part2,1982, 73,Mar., 233-236 8428 DISCUSSION Earthquake risk and design ground motions in the U K offshore area D. J. DOWRICK M r J. lrving and M r D. J. Mallard, Central Electricity...

...AB GEORGE © Thomas Telford and ICE 1982 PEEL & FOWLER FLOODS WATERWAYS BRIDGES RAINFALL INUNDATION DAMAGE HIGH ENERGY FLOW MAGNITUDE CATCHMENTS RECORDING MEAN ANNUAL STANDARDS DESTRUCTION AREAS DESIGN RISKS RUNOFF UPLAND STUDIES REPORTS HYDROLOGY RETURN...

...DR ARCHER © Thomas Telford and ICE 1981 NORTHUMBRIAN WATER AUTHORITY FLOODING FLOODS ANALYSIS VARIATIONS RAINFALL MAGNITUDE PEAKS CHARACTERISTICS GAUGED CURVES DURATION SEASONAL RISKS ANNUAL REGIMES SOILS CATCHMENTS THRESHOLD EQUATIONS UNGAUGED CALENDARS SERIES...

...CR SHAH; SH CHUE © Thomas Telford and ICE 1981 WAVES UNIVERSAL ROUGHNESS LARGE MAGNITUDE RUN UP SLOPES STEEPNESS SMALL FORMULAE EFFECT SMOOTH EQUATIONS Proc. Instn Civ. Engrs, Part 2, 1981, 71,June, 635-636 TN 274 DISCUSSION Wave run-up formula of universal applicability S...

...DJ DOWRICK © Thomas Telford and ICE 1981 BRICKELL MOSS EARTHQUAKES GROUND DESIGN SEISMIC DATA INSTALLATIONS PIPELINES GEOLOGY MAGNITUDE RESPONSES SPECTRUM SEVERITY RISKS LEVELS SURVIVABILITY ACTIVITY CONTINENTAL SHELF STUDIES EFFECT SEISMOTECTONICS PEAK SPECTRA...

...D SPREVAK; SR COCHRANE © Thomas Telford and ICE 1980 QUEENS UNIVERSITY BELFAST CALIBRATION FREQUENCIES ESTIMATING STUDIES METHODS LINES MAPS EQUATIONS COEFFICIENTS CATCHMENTS STREAMS FLOODS ERRORS CALCULATIONS MAGNITUDE ULSTER UK Proc. Instn Cio. Engrs...

...JO SURTEES; ED PAPE BOLTS FORCES DISTRIBUTION FRICTION GRIP ECCENTRIC SHEAR JOINTS INTERNAL TRANSMISSION LOADS TESTS INSTRUMENTATION CONFIGURATION TECHNIQUES SENSING MAGNITUDE POSITIONS INITIAL ULTIMATE SLIP MEASUREMENT BEARING THEORY VALUE RIGID PLASTIC ELASTIC...

... MAGNITUDE TESTS ANGLES CRUSHED RESEARCH INSTRUMENTATION FORCES Proc. Instn Cio. Engrs, Part 2, 1979, 67, June, 327-339 8173 The influence otfhe geometry of deformed steel bars on their bond strength in concrete S. M. SKOROBOGATOV, DTN* A. D. EDWARDS, PhD. DtC. MICE? The influenceof the magnitudeof...

... IMPERFECT DEFLECTION AXIAL PRESSURE CALCULATIONS GOVERNING INCREMENTAL LOADS GEOMETRY STRENGTH BOUNDARIES RESIDUAL MODES SIZE MAGNITUDE DESIGN ELASTOPLASTIC CYLINDERS INITIAL COMPRESSION RIGIDITY MULTILAYER EQUATIONS DYNAMICS CURVES BEHAVIOUR EXPERIMENTAL CONDITIONS DISTORTION...

... floods were as given in Table 3. The method gives results which are close to those calculated by other recommended methods. Conclusion 29. In many situations the hydrologist is faced with estimating flood magnitudes from inadequate information and an absence of records of previous floods. However...

... FORCES ULTIMATE PROGRAMS COMPRESSIVE SKEW MACHINES MODELS LAYERS SUITES CONCRETE METHODS OPTIMAL COMBINATIONS BENDING LIMIT STATE CALCULATIONS STRENGTH HAND MACHINERY MAGNITUDE Proc. Zmm.Civ. Engrs, Part 2, 1977, 63,June, 441-454 8019 Optimumreinforcemenotcf oncrete slab elements...

... METHODS DYNAMICS CURVES THEORY AXIAL HARDENING IMPERFECTIONS STRESS ELASTIC BOUNDARIES ALGORITHMS IMPERFECT LOADS FORMULATION RECTANGULAR CALCULATIONS GOVERNING INCREMENTAL RELAXATION RESPONSES STEEL SHEAR MAGNITUDE UNIAXIAL RESIDUAL BEHAVIOUR COMPRESSION CONDITIONS SLENDERNESS...