... throughexperience of handling containersgenerally and in Tilbury in particular. 67. At Tilbury it was initially intended to use one berth only for loading and unloading ofvessels designed to carry containers to and from Australia, and it was thought at the time of design that by careful organization and by stacking...

...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...

... that no instance has occurred of a full-scale concrete or brick stack oscillating. I wonder whether this is entirely in line with the Authors expectations, or whether there are some concrete stacks which they would have expected to oscillate but did not and, if so, whether they feel there is a generally stated...

... DAMPING VORTEX ABSORPTION DEVICES STRAKES STACKS DISPERSAL 7289 Preventing wind-induced oscillations of structures of circular section D. E. WALSHE, BSC. L. R. WOOTTON, BSC' A number of methods of preventing wind-excited oscillationsof structures of circular section are discussed. It isshown...

...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...

...LR WOOTON; REYNOLDS © Thomas Telford and ICE 1969 NATIONAL PHYSICAL LABOORATORY OSCILLATIONS STACKS RESPONSES AERODYNAMICS AIR SMOOTH SUPERCRITICAL AMPLITUDE VELOCITY VORTEX CYLINDERS LARGE WIND MODELS FORCES TUNNELS REYNOLDS NUMBERS POLISHED ROUGHENED SHEDDING...

... SHEDDING VORTICES INSTABILITY GALLOPING VIBRATIONS LOADS STRUCTURAL LOADING BRIDGES CHIMNEYS TALL BUILDINGS DAMPING STACKS MODELS Discussion on Paper No. 6758' Wind-excited oscillations of structures by C. Scruton, B.Sc., A.F.I.A.A. and A. R. Flint, B.Sc., PhD., A.M.I.C.E. Mr G. Roberts...

... modelstacks. Oscillations start at a speed approximately that at which vortex-shedding frequency coincides with natural frequency and persist to a higher speed, dependent on the structural damping. Oscillations of circular-section stacks were completelysuppressed by application of sufficient damping. vU.is...

...A G DAVENPORT © Thomas Telford and ICE 1962 WESTERN ONTARIO UNIVERSITY RESPONSES SLENDER THIN STRUCTURES GUSTS WIND RANDOM SERIES EMPIRICAL DATA ATMOSPHERIC TURBULENCE LOADING LONG SPAN OVERHEADS POWER LINES BRIDGES SUSPENSION TALL MASTS STACKS STATIC...

... CHUTES STACKS DRAINAGE TURTON AND cox ON THE DESIGN OB STRUCTURES I N RELATION TO MAINTENANCE AND INSPECTION 365 RAILWAY ENGINEERING DIVISIONMEETING 27 January, 1953 Mr J. C. L. Train, Member, Chairman of the Division, in the Chair The following Paper was presented for discussion and, on the motion...