...J SLASTAN; J BENCAT © Thomas Telford and ICE 1986 UNIVERSITY OF TRANSPORT AND COMMUNICATIO N, ZILINA, CZECHOSLOVAKIA DYNAMICS BEHAVIOUR PRECAST SKELETAL RESPONSES ROADS STRUCTURES TRAFFIC VIBRATIONS INVESTIGATIONS SPECTRAL ANALYSIS AUTOCORRELATION METHODS RESONANCE...

...EC HAMBLY © Thomas Telford and ICE 1985 FATIGUE VULNERABILITY PLATFORMS JACK UP DAMAGE LEGS LOCATION DATA CALCULATIONS PROBLEMS STRUCTURES JOINTS WELDED SWAY ANALYSIS SPECTRAL DESIGN STRESS RISKS FIXED STEEL STRENGTH WAVES RESONANCE LOADS MOTION SENSITIVITY...

...AR BOKAIAN; F GEOOLA; ED OBAJAJU CROSS FLOW RESPONSES FLOW CYLINDRICAL STRUCTURES VIBRATIONS BLUFF CYLINDERS BEHAVIOUR AEROELASTIC RECTANGULAR VELOCITY RESONANCE VORTEX VORTICES MASS OSCILLATIONS © Thomas Telford and ICE 1984 Proc. Instn Ciu. Engrs, Part 2, 1984,77,Mar...

... and unsteady lift or side forces inthe cross-flow direction. If the structure is flexible and lightly damped, the resonant oscillations can be excited normal or parallel to the incidentflow. The more common cross-flow oscillatiiosn confined to asmall rangeof flow speeds, at which the frequencyof vortex...

... 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...

...P LATINOPOULOS; DK TOLIKAS © Thomas Telford and ICE 1981 ARISTOTLE UNIVERSITY SALONIKA FLOW PIPES CORRUGATION SCALE WEAK REFLECTION UNIFORM RESONANT COUPLING SINUSOIDAL RESONANCE REGULAR METHODS NON STEADY WALLS ENDS EXPANSION WAVES MATHEMATICS PERTURBATION...

... ISOPARAMETRIC CYLINDERS RESERVOIRS RESONANCE TABLES INPUT RECORDS EFFICIENCY HYDRODYNAMICS MODES SURFACES COORD PACOIMA SAN FERNANDO Proc. InstnCiu.Engrs, Part 2,1981,71, Sept., 675-704 8468 Theoretical and experimentasltudieosn dynamic structure-fluid coupling D. ALTINISIK, PhD* H...

... sweeps along the crest when buttresses 4, 8 and 12 were separately excited in turn. Fig. 3 showsthe expected reduction in resonance frequency with increase of water level, as well as reduction in response per unit of force applied. Fig. 22 shows thattheresponse is further reduced by the increase in water...

... that the fundamental frequency and response per unit force applied were reduced as the water level rose, whereas the transfer of energy between buttresses increased. Since the upper frequency range of the exciters is 10 Hz,only the resonance frequencies below this value could be excited. Five modal frequencies were...

... VIBRATIONS RESONANCE DYNAMICS BUILDINGS MEASUREMENT NATURAL AUTOCORRELATION SPECTRAL FUNCTIONS Proc. Instn Ciu. Engrs, Part 2, 1980,69, June, 581-584. 8225 DISCUSSION An experimental study of the dynamic behaviour of a multistorey steel-framed building L. C. H. L A M & R. P. L A M M r A. P. Jeary...

...DV MORRIS © Thomas Telford and ICE 1978 OVE ARUP CAMBRIDGE UNIVERSITY DYNAMICS THEATRES RESPONSES DAMPING MOVEMENT STEEL METHODS VERTICAL BEHAVIOUR DESIGN HUMAN UNITS GALLERIES HANGING HORIZONTAL RESONANCE ROYAL EXCHANGE SENSITIVE AGITATION REDUCTION FRAMEWORK...

... PERFORMANCE PLANNING LAYOUT CONTROL REVERSIBLE SHAFTS HYDROELECTRICITY RESONANCE FOYERS SCOTLAND UK Proc. Instn Ciu. Engrs, Part 1, 1978, 64, Feb., 103-117 8010 Foyers pumped storage project : planning and design The 300 MW Foyers pumped storage scheme of the Northof Scotland Hydro...

...C TAYLOR; SECED SOC FOR EARTHQUAKE & CIV ENG DYNAMICS SECED HARBOURS FORCES HORIZONTAL RESONANCE MOTION WATER MOVEMENT SOCIETY FOR EARTHQUAKE AND CIVIL ENGINEERINGDYNAMICS 26 February, 1969 INFORMAL DISCUSSION Resonances in harbours introduced by Dr C. Taylor, BSc, PhD, MICE...

... by the mathematicalanalysis,were subsequently verified by a method of multipoint vibration resonance tests. The results using the new techniques are compared in one case with the classical methodof earthquake analysiswhichindicates that the latter underestimatedthe dynamic stresses in certain parts of the dam by factors...

... was based on the fact that the resonant frequency of free vibration of a given system depended solely on the mass and on the stiffness of the supporting structure, so that in its simplest form -Stiff-ness . Frequency a JVibrating mass 72. This could be re-arranged in the formgiven in 5 24 of the Paper...

... DYNAMICS DEFLECTION RESONANCE FORCES OUT OF BALANCE ROTORS OSCILLATIONS PORTAL INFLUENCE PRESTRESSING CALCULATIONS BEAMS RAFTS CANTILEVER CONDENSERS HIGH MARNHAM UK Paper No.6545 A PRESTRESSED CONCRETEFOUNDATIONFOR A 200-MEGAWATTSTEAMTURBO-ALTERNATOR by Edward Allan Leonard...

...F A RAE; DIN 4024 © Thomas Telford and ICE 1962 GEORGE DAVIE CRAWFORD DESIGN CONSTRUCTION REINFORCED CONCRETE FOUNDATIONS BLOCKS TURBOGENERATORS SUPPORTS DIFFERENTIAL SETTLEMENT RESONANCE CREEP DEFLECTION OSCILLATIONS STANDARDS MODELS VIBRATIONS MACHINERY ALIGNMENT...

... ROLLERS JOINTS CONCRETE SLOPES PLACING DRAINAGE COMPACTION SPACING RESONANCE THICKNESS ROLLER COMPACTED COMPACTED DETROIT USA UNITED STATES OF A HIGH-SPEETDESTTRACK FOR MOTOVREHICLES 205 and Trinidad Lake Asphalt Co. were subcontractors for the tarmac and asphalt work. Expansion...

... of the tensioned cords to the elastic stiffnesses of the model was made very small by using long lengths of cord and springs of low stiffness. Resonance and Damping Properties of the Model Resonance modes and frequencies were obtained by forcing the model through a light spring by means of a reciprocating gear...