...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...

...,and lateral and direct loads were applied by rams, the loads being recorded by Budenkrg gauges. This test proved entirely successful and satisfied theloadingrequirements for the brackets. 393 --DISCUSSION Fig. 5 . T r i o / I I I ~ ~ ~ ~ J C O InIl(~ld~14? ~ ~ Mr R. E.Whitbread, N M I Ltd The wind-tunnel...

... of the geometric scale of 1:300 has not been justified. As turbulence has not been simulated in the wind tunnel, it is probably the velocity profile parameters (i.e. gradient height, roughness lengthetc.) whichdetermine the scalingfactor. Is this correct? Also, the actualwind speedin the tunnelis not given...

... flow around idealized model buildings at varied staggered spacing. In the wind tunnel, a grid of horizontal circular bars produced a velocity profile simulating a typical city centre natural wind. Ground wind patterns were successfully recorded using a paint of Dayglow pigment suspendedinwhitespirit...

...RP LAM; LCH LAM © Thomas Telford and ICE 1982 HONG KONG UNIVERSITY ASSESSMENT WIND LOADS CLADDING BUILDINGS TALL MULTI STOREY DESIGN MODELS TESTS WIND TUNNELS RESEARCH RESPONSES ELEMENTS DYNAMICS FORCES LOCAL TROPICAL METHODS EXPERIMENTS STRONG CYCLONES GUSTS...

...RV MILFORD; BS 4076; REYNOLDS © Thomas Telford and ICE 1982 NATIONAL BUILDING RESEARCH INSTITUTE CSI R PRETORIA SOUTH AFRICA METHODS PREDICTION CROSS WIND CROSSWINDS RESPONSES CHIMNEYS AERODYNAMICS WIND WIND TUNNELS UNIFORM FORCES HIGH REYNOLDS NUMBERS FORMULATION LIFT...

...R P LAM; L C H LAM © Thomas Telford and ICE 1981 HONG KONG UNIVERSITY MEAN DISTRIBUTION COMPARATIVE WIND TUNNELS BLUFF SIMULATION EFFECT COEFFICIENTS WIND TALL MULTI STOREY HIGH RISE STUDIES MODELS OPEN STATIC VELOCITY PRESSURE BUILDINGS FULL SCALE EXPERIMENTS...

...BJB GAULD; DM SYKES; AH CUSICK; BRE © Thomas Telford and ICE 1978 BOLTON TECHNOLOGY INSTITUTE BUILDING RESEARCH ESTABLISHMENT BRE SENSITIVITY TURBULENCE TESTS WIND TUNNELS ATMOSPHERIC VELOCITY ARCHITECTURAL AIR ENVIRONMENTAL ENVIRONMENT STUDIES PROFILES MODELS FLOW...

...BJB GAULD; DM SYKES © Thomas Telford and ICE 1978 KINGSTON POLYTECHNIC CITY UNIVERSITY LONDON SENSITIVITY TURBULENCE MODELLING TESTS PRISMS ASPECT REATTACHMENT GRIDS LOW ARCHITECTURAL AIR INTENSITY WIND TUNNELS ISOLATED RATIOS BASES LATTICE MODELS FLOW SCALE...

...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...

...BE LEE; CEGB 7668 The wind-induced vibrationof a pair of model stacks B. E. LEE, BSc. PhD* The Paper presents the results of a wind tunnel study performed to measure the response of a pair of chimneys spaced 2.27 diameters apart. The stacks suffered from vortex excitation and it is shown...

...LR WOOTON; JR CHAPLIN; TL SHAW; TA WYATT; AR FLINT; CS DUNS; REYNOLDS © Thomas Telford and ICE 1970 OSCILLATIONS STACKS CYLINDRICAL FLOW CHIMNEYS TESTS LARGE WIND STRUCTURES REYNOLDS NUMBERS TOWERS WIND TUNNELS CIRCULAR BEHAVIOUR THREE DIMENSIONAL PREDICTION EXCITATION...

... CONTRACTORS CONSORTIA JOINT VENTURES WIND TUNNELS SADDLES BANDS SUSPENDERS DECKS ANCHORAGES PROTECTIVE TREATMENT PROTECTION SAFETY DEATHS LABOUR WORKERS SEVERN UK 7084 Fabrication and erection K. E. HYA", CIU B&c(E~~M).ICE. The paperrefers to tbc fabrication of thesteelwork...