...M N PAVLOVIC; A ZINGONI; J W GECKELER; POISSON IMPERIAL COLLEGE EDGES DISTURBANCE SPHERICAL SHELLS VARIATIONS GEOMETRY PARAMETERS SUPPORTS THICKENING PEAK STRESS STUDIES INVESTIGATIONS LAWS MAXIMUM TOTAL FIBRES OPEN THIN SYMMETRICAL LOADS CLOSED FORM EXPRESSIONS...

... 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...

... and the Southern Pacific. These records have been classified according to their geographical or regional location, the soil type at the recording station, and theratio a/v of the peak ground acceleration to velocity, which is an indicator of epicentral distance and localized ground conditions. The comparison...

... GEOMETRICAL MATERIALS PARAMETERS DEFLECTION PEAK CAPACITY PLATES ANALYTICAL MODELS SOLUTIONS DESIGN COMPUTERS PACKAGES VALIDATION COMPRESSION IMPERFECTIONS RIGIDITY INTERACTIVE STRESS STATE Proc. Instn Civ. Engrs, Part 2, 1991, 91, June, 237-258 PAPER 9692 STRUCTURBAULILDAINNDG BOARD...

...K N RAHAL; J E HARDING © Thomas Telford and ICE 1990 SURREY UNIVERSITY TRANSVERSE WEBS BEHAVIOUR ANALYSIS GEOMETRY PROPERTIES DEFLECTION VARIATIONS STRESS DESIGN SIZE STIFFENED SHEAR NON LINEAR PARAMETRIC PANELS INITIAL PEAK MATERIALS BENDING MODELS GIRDERS...

... characteristic to be considered is slope. This must be defined in terms which will enable the periods of concentration to be estimated for various storm intensities. 58. The peak flow models referred to in &$ 20-29 all fail to appreciate that time of concentration is not constant. In 1937, R i c h a r d ~ex~p...

...WM CLARK; ME BRAMLEY; RF THORP © Thomas Telford and ICE 1982 BINNIE WATER FLOODS RICE CULTIVATION CALCULATIONS IRRIGATION PEAK DEMAND PRESATURATION SUPPLY WATER SUPPLY METHODS PRESENTATION ENERGY CONSERVATION RESEARCH FARMING AGRONOMY CLIMATE CONDITIONS LAND...

... MONITORING BEDS FORMS ROUGHNESS STRUCTURES GRAVEL WAVES FLUTES ESTIMATES PEAK SHEAR STRESS LEVELS LOCATION TRANSPORT OFFSHORE BARS SPITS RIVERS CONFLUENCES MARINE GEOPHYSICS HYDROGRAPHY METHODS SEABED SUSPENDED SEISMIC REFLECTION PROFILING ECHOES SOUNDING SONAR MEASUREMENT...

...DJ DOWRICK; J IRVING; DJ MALLARD; G WOO; CEGB © Thomas Telford and ICE 1982 CEGB CENTRAL ELECTRICITY GENERATING BOARD PRINCIPIA MECHANICA EARTHQUAKES RISKS DESIGN GROUND MOTION AREAS OFFSHORE SEISMIC LOADS HAZARDS SAFETY RECORDING PEAK VELOCITY ACCELERATION NUCLEAR...

...DR ARCHER © Thomas Telford and ICE 1981 NORTHUMBRIAN WATER AUTHORITY SEVERE RATES METEOROLOGY ANALYSIS ESTIMATING INVESTIGATIONS PEAK SNOWMELT SNOW DATA RAINFALL FORECASTS SURVEYS REPORTS RUNOFF MELT MELTING FLOODS STUDIES WATER NORTHUMBRIA NORTH EAST...

... ELASTOPLASTIC CURVES CHARACTERISTICS LEGS GENERATION FLOATING DESIGN OBSERVATIONS ELEMENTS ULTIMATE EFFECT WAVES POST COLLAPSE CYLINDERS PRESSURE SHELLS STRUCTURES PLATFORMS FINITE DIFFERENCE PEAK FIXED COMPRESSION FUTURE CODES RECOMMENDATIONS BUCKLING COMPUTERS FAILURES...

...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...

... flood peak of the desired return period. Prediction equations 3. The equation derived for 0 is where 0 = 0.0136 AREA 'm6 RSMD l3 SOIL 0 = mean annual flood, m3/s . . . (1) AREA = topographic catchment area, kma RSMD = net one day rainfall of 5 year return period, mm; this is in effect the flood...

...DJE MALAN; BL HANCOCK MINISTRY OF WORKS & DEVELOPMENT NZ © Thomas Telford and ICE 1979 CONSTRUCTION POWER STATIONS CHUTES FLOW SCOURHOLES LAKES SCOUR PERFORMANCE ROCKS UNIFORM TRANSVERSE MOVEMENT COSTS POWER LININGS PEAK RIBS TEMPORARY COMMISSIONING TEKAPO...

...RB BULMAN; R HEPWORTH; RK PRICE © Thomas Telford and ICE 1979 WARD ASHCROFT AND PARTMAN RIVERS MODELS EVENTS LINEAR FLOW CHANNELS CATCHMENTS DESIGN DURATION PEAK UNITS FLOOD PLAINS FLOODS RAINFALL RESPONSES DISCHARGES HYDROGRAPHS STORAGE RHYMNEY SOAR...

... SHAPE VALUE PERIODS LIGHTWEIGHT CYLINDERS AMPLITUDE PARAMETRIC FINS WAKE MARINE STEEL CYLINDRICAL FLOW EXCITED SHEDDING FORMS STABILITY FLEXIBLE PEAK REYNOLDS NUMBERS CONTROL BOUNDARIES TWIN PROBLEMS STRUCTURES CANTILEVER Proc. Instn Civ. Engrs, Part 2, 1979, 67, Mar., 13-30...

... LONG TERM PEAK STANDARD FUNCTIONS GAUSSIAN PEAKS CONDITIONS DATA PREDICTION WAVES CHARTS STANDARDISED PIERSON HOLMES RESPONSES VALUE DEVIATION STATISTICS FORMS POSITIVE PRACTICAL EXTRAPOLATION Proc. Instn Ciu. Engrs, Part 2, 1978, 65, Dec., 731-747 8133...

... URBAN TROPICAL CORRELATION PEAK CATCHMENTS AFRICA EAST AFRICA Proc. Instn Ciu. Engrs,,Part 2, 1977,63,June, 501-508 7934 . DISCUSSION The TRRL hydrograph method of urban sewer design adapted for tropical conditions L. H. WATKINS Mr C. H. Clifton, Clifton Scannell Ernerson Associates...

...PJ COLYER © Thomas Telford and ICE 1977 HYDRAULICS RESEARCH STATION DEPARTMENT OF ENVIRONMENT NATIONAL WATER COUNCIL WORKING PARTY ON HYDRAU PERFORMANCE SIMULATION CALCULATIONS ACCURACY COSTS STORMS MODELS PEAK OBSERVATIONS METHODS COMPUTERS DRAINAGE DATA DISCHARGES...

...JE HARDING; RE HOBBS; BG NEAL © Thomas Telford and ICE 1977 IMPERIAL COLLEGE ELASTOPLASTIC SQUARE IN PLANE DEFLECTION PLATES MULTILAYER EQUATIONS PEAK STRAIN OUT OF PLANE BIAXIAL BASIC PLASTIC PANELS INTERACTION ANALYSIS PLATES FINITE DIFFERENCE THIN RIGIDITY...