... 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...

...M A M HERZOG © Thomas Telford and ICE 1990 AEROELASTIC STABILITY SUSPENSION BRIDGES METHODS AERODYNAMICS WIND ACTION SPEED CALCULATIONS SECTIONS MODELS TESTS RESISTANCE OSCILLATIONS FREQUENCIES TORSION BENDING DAMPING STIFFENING GIRDERS h o c . lnstn Civ. Engrs, Part...

... BRIDGES COSTS SLUICES NAPPE OSCILLATIONS RADIAL GATES ANCHORAGES CONTRACTS LANDSCAPING CONDITIONS FIFTH EDITION SURREY SUSSEX ENGLAND RIVER MOLE UK Proc. Instn Ciu. Engrs, Part 1,1988.84, Apr., 235-263 9160 GROWUAPTER ENGINEERING Flood alleviation scheme for Lower River Mole W...

... but the dampinginfluence of the outer cables in controlling this movement was unknown. The first signs of vertical oscillation occurred close to closure of the steelwork and after three months of being in service violent movements over two days necessitated a recommendation for corrective measures to the Scottish...

...AS WHITE; CT TIEW © Thomas Telford and ICE 1985 MIDDLESEX POLYTECHNIC OSCILLATIONS EXPERIMENTS WIND TUNNELS WIND TUNNELS FREQUENCY AMPLITUDE SPEED INSTABILITY TORSION EFFECT SINUSOIDAL VERTICAL GUSTS SUBCRITICAL GALLOPING RECTANGULAR CYLINDERS TURBULENCE VELOCITY...

... OSCILLATIONS TIES CABLES BUILDINGS MOVEMENT MAINTENANCE STRUCTURES DESIGN LIFE DESIGN RATIOS PROJECTS MANAGEMENT FLOORS SLABS CRACKS STRUCTURAL STEEL STEELWORK ROOFS BIRMINGHAM NEC UK Proc. Instn Civ. Engrs, Part 1, 1984,76,Aug., 725-729 DISCUSSION ON PAPER 8603 The National...

... at around U , (i.e. V/wnh = 1.27) and not at U , . When constant amplitude cross flow oscillation is imposed on the square section Paper published: Proc. Instn Ciu. Engrs, Part 2,75, Sept., 397-418. 99 DISCUSSION cylinder, it is found (e.g. Bearman andObasaju, O b a ~ a j u , O~tsuki et and Nakamura...

...,hecause of the oscillations is the organized and periodic shedding of vortices as the flow separates from the struc- ture. The flow field exhibits a dominant periodicityand thecylinder is acted on by time-dependent pressure loads which result in steady andunsteady drag forces in line with the flow...

... large oscillations are not acceptable and where they might happen a change of design, perhaps by addition of strake or dampers, willbe required. Therefore a formula accurate for large deflexions is not needed. 68. Equation (10)referred to as rearranged from BS 40766 is used to obtain displacement...

...RV MILFORD; GM PINFOLD; E HJORTH HANSEN; E H HANSEN © Thomas Telford and ICE 1982 NCL NORWEGIAN INSTITUTE OF TECHNOLOGY APPRAISAL METHODS PREDICTION CROSS WIND CROSSWINDS RESPONSES CHIMNEYS CALCULATIONS DAMPING TURBULENCE CONCRETE WIND OSCILLATIONS SPEED REINFORCED...

... flooding exist.The most important of these followed the Lisbon earthquake of 1 November, 1755. Body waves produced oscillations of lakes and partially enclosed waters, including Yarmouth, East Anglia, within minutesof the event- 972 E X T R E M ES E A L E V E L C O M P U T A T I O N S around noon...

...A ANDERSON © Thomas Telford and ICE 1979 MERZ AND MCLENNAN SURGES SHAFTS INSTABILITY STABILITY LAYOUT CONDUITS FLOW RESERVOIRS LINEARISED ANALYSIS TANDEM PUMPED STORAGE MASS OSCILLATIONS EQUATIONS .Proc. Instn Ciu. Engrs, Part 2. 1979, 61, Sept., 695-706 8221 A novel...

...WR DICKENS; REYNOLDS © Thomas Telford and ICE 1979 THAMES POLYTECHNIC SELF INDUCED STRUCTURES EXCITATION SELF EXCITED BODIES LIMITING PARAMETERS STRUCTURES RESPONSES DAMPING BOUNDARY LAYERS LAYERS ADIPOSE OSCILLATIONS PILES VORTEX VIBRATIONS FLUIDS INDUCED EDDIES...

...IS ROBINSON SOUTHAMPTON UNIVERSITY TIDAL SHAPE POWER ANALYTICAL FRICTIONLESS FREQUENCY PERMEABLE DESIGN FLOW GAPS CONSTRUCTION TIDES NUMERICAL GENERATION ENERGY ESTIMATES RESPONSES ESTUARIES BARRAGES METHODS MODELS OSCILLATIONS MODELLING APPROXIMATION...

...HY WONG AERODYNAMICS VORTICES METHODS PERIODICITY EXPERIMENTS FLOW TESTS DRAG PLACING WIND TUNNELS SUPPRESSION EXCITED INTENSITY DEVICES EFFECTIVE SLOTS IMPROVEMENT WAKE LONGITUDINAL CYLINDRICAL VORTEX OSCILLATIONS FORMATION SLATS DAMPING EJECTION BODIES MODELS...

...PG SIBLY; T BOUCH; AC WALKER; T COOPER; R STEPHENSON; LS MOISSEIFF © Thomas Telford and ICE 1977 UNIVERSITY COLLEGE LONDON STRUCTURAL LARGE CONSTRUCTION RAILWAYS TRUSSES STRUCTURES WIND DEATHS STRUTS SUSPENSION OSCILLATIONS ACCIDENTS METALS HISTORY IRON BEAMS PRESSURE...

...JM TOWNSON; A ANDERSON; SGP SKEY MERZ AND MCLELLAN ATKINS RESEARCH AND DEVELOPMENT OSCILLATIONS SYSTEMS CHAMBERS ENTERTAINMENT TUNNELS TANKS SEALS COOLING OUTFALLS INSTABILITY PUMPED STORAGE SHAFTS EQUATIONS PITS WATER SURGES AIR MODELS MASS STORAGE WEIRS...

...JM TOWNSON © Thomas Telford and ICE 1975 STRATHCLYDE UNIVERSITY OSCILLATIONS OUTFALLS INSTABILITY FREQUENCIES HYDRAULIC CAVITY SOFFITS SCALE ENTERTAINMENT COOLING SYSTEMS SHAFTS PREDICTION MODELS BASES MECHANISMS FORMATION WATER FLOW TUNNELS ACCURACY TESTS...

... oscillations in surge tanks, waterhammer and unsteady one dimensionalopenchannel flow, previous approaches have not systematically used the techniques of fractional analysis in the same: manner for all three fields. 2. The governing equationsare first normalized. Conventionally at thispoint scaling values...

... TESTS OSCILLATIONS LAMINAR TURBULENCE WAVES METHODS EQUILIBRIUM STILL Proc. Instn Civ. Engrs, Part 2, 1975, 59, June, 309-322 7794 Transinition oscillatory flow over rippled beds Velocity measurements were made inorder to investigate theway in which oscillatory flow over rippled beds becomes...