... 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...

...P GOODWIN; R A DENTON; UNISTAGEOSUR UNITED STATES USA NORTH AMERICA SACRAMENTO R CALIFORNIA SEASONAL INFLUENCE SEDIMENTS TRANSPORT CHARACTERISTICS RIVERS FIELD MEASUREMENT SUSPENDED STREAMFLOW DATA GEOLOGY SURVEYS QUANTITY DISCHARGES VARIATIONS MAGNITUDE FLOW...

... 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...

... of the Paper is devoted to predicting the gross geometry of the arch at collapse from energy principles, and the determinationof the magnitude of the load which is required to move the arch from its initial undeformed shape to the gross geometrical shape at collapse. The second part of the Paper uses, firstly...

... AERODYNAMICS EARTHQUAKES 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...

...AA DUMANOGLU; RT SEVERN © Thomas Telford and ICE 1984 BRISTOL UNIVERSITY DYNAMICS RESPONSES DAMS STRUCTURES DIFFERENTIAL GROUND MOVEMENT EARTHQUAKES SPEED PROPAGATION FINITE TRAVEL TIME ANALYSIS DISPLACEMENT FOUNDATIONS INTERFACE STRESS INERTIA MAGNITUDE INFINITE...

... STANDARDS DATA LONGITUDINAL MAGNITUDE METHODS EXPERIMENTS DISTRIBUTION PROCESS HOT COLD COLD FORMED TENSILE COMPRESSIVE MATERIALS IMPERFECTIONS GRADIENTS © Thomas Telford and ICE 1983 Proc. InstnCiu. Engrs, Part 2,1983,75, Dec., 599-616 PAPER 8682 Effect of residual stresses...

... 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. A. ERVINE & J. I. BAIRD P r o f e s s o r G...

... 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...

... or the magnitude of flood occurring with givenrisk during a specified period may be determined. Introduction Although flooding can occur at anytime of the year in Britain there is a marked seasonal variability in the risk of occurrence. Estimates of seasonal flood risks are often required for engineering design...

...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 © Thomas Telford and ICE 1979 LEEDS UNIVERSITY ENGINEERING & POWER DEVELOPMENT BOLTS FORCES DISTRIBUTION FRICTION GRIP ECCENTRIC SHEAR JOINTS INTERNAL TRANSMISSION LOADS TESTS INSTRUMENTATION CONFIGURATION TECHNIQUES SENSING MAGNITUDE...

... 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...

... 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 EFFECT LENGTH MODES © Thomas Telford...

... 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...