.... 19. Soil dumping (5).This is attributable to the viscosity of the soil. It was first used by Smith in his numerical algorithmfor the wave equation. 20. Pile damping (6).This is used in wave equation studies to simulate structural damping in the material fromwhich the pile isfabricated. 21. Axial...

... DAMPING FLUMES PERFORMANCE EFFICIENCY Proc. Znstn Civ. Engrs, Part 2, 1990, 89, Sept., 317-340 PAPER 9438 GENRGOIUNPEENEERRINGGY Wave energy absorption by the Bristol Cylinder-linear and non-linear effects J. P. DAVIS, BSc, PhD* A previous paper described a scheme for the full-scale engineering...

...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...

... RELEASED VISCOUS DAMPING EFFECT GREASE LAYERS ANALYTICAL MODELLING IMPACT THEORY LONG BARS PARAMETRIC MORTARED IN ANCHORAGES MORTAR STRESS WAVES BEHAVIOUR EVALUATION PARAMETERS DISSIPATION ACTION UNLOADING Proc. InstnCiv. Engrs, Part 2,1989,87, June, 225-253 PAPER 9421 STRUCTURAL...

... ANALYSIS VALUE FORCED DAMPING ESTIMATING ERRORS DATA TECHNIQUES HANNING WINDOWS WINDOWING EXPERIMENTAL SPECTRAL HUMBER BRIDGE HUMBER UK Proc. InstnCiu. Engrs, Part 2,1988,85,Dec.,725-730 DISCUSSION ON PAPER 9173 STRUCTURAELNGINEERINGGROUP Ambient vibration measurementosf...

... LATERAL TORSION DECKS TOWERS THEORY FREQUENCIES ANALYSIS TECHNIQUES DATA PROCESSING PROPERTIES MODAL SPECTRAL DAMPING HUMBER BRIDGE HUMBER HUMBER BRIDGE UK Proc. InstnCiv.Engrs, Part 2,1987,83, Sept., 561-600 PAPER 9173 SETNRUGCINTEUERRAINLG Ambient vibration measurementsof...

... and differentiates between aerodynamic and structural damping. In an attempt to achieve an unconditionally stable algorithm, the acceleration during each time step has been assumed to remain constant rather than to vary linearly, aisn the previous paper.In the second part, two methods for generating correlatedwind...

...EC HAMBLY; CA CARLSEN; JL DOLAN; LG ELLIS © Thomas Telford and ICE 1986 FATIGUE PLATFORMS JACK UP VULNERABILITY LEGS YIELD STRESS ANALYSIS DAMPING FACTORS LIFE DYNAMICS PREDICTION SEA RATIOS STRUCTURES OFFSHORE WAVES RESISTANCE INTERACTION Proc. Instn Ciu. Enyrs...

... the mass damper. The mass damper consists of steel plates with a weight of 2.5 tons. The plates lie on four strong steel springs and a visco damper, Figs 2 and 3. Fig. 4 shows one lower cable anchorage of the bridge. The cable anchorage contains a neoprene disk to damp the cable vibrations. The measured...

...JD HARDWICK PROGRESSIVE GATES MODELLING STUDIES FLOW INDUCED VIBRATIONS SPANS RADIAL PREDICTION BARRIERS RIVERS TECHNIQUES MODELS DESIGN PROTOTYPES FLOODING STRUCTURES INTERACTION DRAINAGE HOLES FREQUENCY DAMPING RESPONSES POWER DISSIPATION STILLING POOLS LEVELS...

...RE HOBBS; M RAOOF © Thomas Telford and ICE 1984 IMPERIAL COLLEGE BRIDGES STRANDS HYSTERESIS RESPONSES PRELOADED SPIRAL AXIAL LOADS DAMPING STIFFNESS EXPERIMENTS THEORY MECHANISMS WIRE LAYERS CONTACT PATCH BEHAVIOUR CALCULATIONS FORCES MOVEMENT INTERWIRE METHODS...

...WR DICKENS © Thomas Telford and ICE 1984 THAMES POLYTECHNIC FLOWCAGE LABORATORIES TESTS RENEWABLE ENERGY WATER DEVICES FLOW AMPLITUDE VIBRATIONS ELASTIC SUPPORTS ASSEMBLY TUBES FLUMES LOADS DAMPING EXTERNAL POWER CHANGE SOURCES FLYWHEELS PUMPING DRIVING...

... ' reference ' transducer signal. 10. An important intrinsic natural phenomenon ina structure is damping. The amplitude of the dynamicresponse of a structure to wind loading is dependent on damping. Obtaining dampingvalues from wind-induced vibration datais a fairly quick process but involvescomplex formulae...

... CABLES TRANSVERSE MEAN AXIAL EXPERIMENTAL STUDIES SUSPENSION BRIDGES CABLE STAYED DESIGN HANGERS REDUCTION FACTORS STEELWORK SAFETY VALUE TESTS SPECIMENS INTERNAL DAMPING LIFE INSULATORS VIBRATIONS Proc. InsfnCiv. Engrs, Part 2, 1983,75, Mar., 35-48 PAPER 8605 Fatigue...

...RV MILFORD; GM PINFOLD; E HJORTH HANSEN; E H HANSEN NCL NORWEGIAN INSTITUTE OF TECHNOLOGY APPRAISAL METHODS PREDICTION CROSS WIND CROSSWINDS RESPONSES CHIMNEYS CALCULATIONS DAMPING TURBULENCE CONCRETE WIND OSCILLATIONS SPEED REINFORCED STROUHAL NUMBERS TALL DESIGN LOADS...

... ANNUAL CLIMATE MEAN LEVELS THEORY EXPERIMENTS RESEARCH BRISTOL CYLINDERS MOTION SPECTRUM ESTIMATING FREQUENCY SENSORS DAMPING ENDS CAPTURE EFFICIENCY FORCES INTERACTION PARTIALLY RESONANT SPRINGS SUBMERGENCE EFFECT LIMITING RODE CONSTRUCTION MOORINGS POWER CONVERSION UNITS...

... COUPLING RESISTANCE AXIS EQUATIONS FREQUENCIES MODES SHAPE RESPONSES SEISMIC FORCES STRUCTURAL ELEMENTS ACTION STATIC DAMPING Proc. Instn CiuE. ngrs, Part 2,1982,13, June 45-64 TN 324 Evaluation of code torsionalprovisions for earthquakeresistant design of single storey buildingsw i t h t...

... FOUNDATIONS MATERIALS DUCTILITY DAMPING PERTURBATION RESONANCE HYDRODYNAMICS RESERVOIRS DYNAMICS STRENGTH Proc. Instn Ciu. Engrs, Part 2,1982.73, Mar., 189-198 TN 296 Simplified analysis ofconcretegravity and arch dams subjected t o earthquakes M. A. M. HERZOG, Dipllng,DrTechn,MICE, MASCE* A new...

...M BARILAN © Thomas Telford and ICE 1981 TECHNION ISRAEL INSTITUTE OF TECHNOLOGY HAIFA EXPERIMENTS RATIOS GROUND EXPERIMENTAL STRUCTURES MODELS BRICKS ELASTIC SEISMIC BUILDINGS STOREYS RESEARCH TALL MULTI STOREY MATERIALS STEEL PLASTIC EARTHQUAKES DAMPING OPEN...

...LCH LAM; JH RAINER; RP LAM; AP JEARY; BRE © Thomas Telford and ICE 1980 BRE BUILDING RESEARCH ESTABLISHMENT NATIONAL RESEARCH COUNCIL CANADA EXPERIMENTAL BEHAVIOUR STEEL WIND ESTIMATES FREQUENCIES SPECTRA AMPLITUDE STUDIES TALL FRAMES SPEED DAMPING EXTRAPOLATION...