... 65 m concrete chimney in Bristol; elevated piled tanks at Redcar; and bridge beams at Basingstoke. In each case the natural frequencies, mode shapes and damping values of the structure are summarized. It is concluded that hammer testing provides a quick andaccurate method of assessing as-built...

... ESTIMATES TESTS LABORATORIES STUDIES CONSOLIDATED OVER CONSOLIDATED METHODS CORRELATION DATABASES BOREHOLES DEPTH DYNAMICS PENETRATION PILES LOADS GRANULAR CEMENT RESIDUAL GNEISSIC GNEISS QUARTZ TRIAXIAL EQUATIONS CHIMNEYS WIND COMPRESSIBILITY PRESSURE BRIDGES FOOTINGS...

... SPACE ELASTIC ELASTOPLASTIC SOLUTIONS AXISYMMETRIC CONVERGENCE CONTACT CHIMNEYS BASEMENTS TECHNIQUES FINITE ELEMENTS BOUNDARY ELEMENTS Proc. Instn Ciu.Engrs, Part 2,1983,75, June, 205-242 PAPER 8643 Structural analysis of a circular raft on yielding soil J. A. HOOPER, MEng,PhD,DIC,MICE...

...RV MILFORD; L GOODWYN WILLS; BS 4076 Proc. Znstn Cio. Engrs, Part 2, 1983,75, Mar., 137-138 ADDITIONAL DISCUSSION ON PAPER 8522 Appraisal of methods for predicting the cross-wind response of chimneys R. V. MILFORD Mr L. Goodwyn Wills, Norwest Holst Civil Engineering Ltd The Author has chosen...

...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...

...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...

... twist in circularslipformed structures had not economically been solved, as it was extpoecnassivt esteel guide channels into theclimbing wall. Tirfors and other pullindgevices could resist twist and on chimneys tilting the yokes had the same effect. New sea platform designs were evolving continuously...

...M SHEARS; REYNOLDS; AE SAXON; J LEVY Proc. Instn Civ. Engrs, Part 1, 1980, 68, May, 342-344 SOCIETY FOR EARTHQUAKES AINDFORMDAISLCUSSION CIVIL ENGINEERING DYNAMICS Wind dynamics of chimneys and masts introduced by M. Shears, BSc, MS, DIC, MICE and A. E. Saxon, MICE, MIStructE reported by J. Levy...

...DA HOWELLS; DJ DOWRICK; T CURRIE; PL WILLMORE; AJ BARKER © Thomas Telford and ICE 1979 AMERICAN PETROLEUM INSTITUTE DESIGN SPECIALISED NUCLEAR PRACTICE QUAYS TALL METHODS EARTHQUAKES POWER OFFSHORE WALLS CHIMNEYS STRUCTURES SEISMIC PLANT PLATFORMS AREAS USA NEW...

...M SHEARS; RB CHANDLER; AP JEARY © Thomas Telford and ICE 1974 OVE ARUP ALLOTT AND LOMAX DAMPING BEHAVIOUR CHIMNEYS FLUES ACCELEROMETERS MEASUREMENT LARGE STRUCTURES MASS DYNAMICS MULTI FLUE WIND FREQUENCY Proc. Instn Civ. Engrs, Part 2, 1974,5D7,ec., 793-794 7697...

... CONDITIONS STEELWORK RIVERS TURBOALTERNATORS SITES COOLING WATER COSTS CONSULTANTS CONSTRUCTION WORK CONTRACTS PILING CHIMNEYS STUDIES BOILERS SELECTION BUILDINGS SYSTEMS CONTROL DRAX OUSE YORKSHIRE UK Proc. Instn Ciu. Engrs, Part l , 1974, 56, Nov., 559-576 7692 Drax...

...AP JEARY; CEGB DAMPING BEHAVIOUR MULTI FLUE FREQUENCIES MODES LOGARITHMS WIND APPARATUS POWER STATIONS MEASUREMENT LARGE LEVELS ENERGY EXCITATION ACCELEROMETERS METHODS DYNAMICS CHIMNEYS NATURAL BENDING DISSIPATION RESPONSES TESTS CONCRETE AUTOCORRELATION 7697 Damping...

...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...

...DE WALSHE; LR WOOTON PREVENTION OSCILLATIONS SECTIONS EXCITATION SPEED AERODYNAMICS BUFFETING INSTABILITY FINS PREDICTION LOADS EFFLUENT WIND STRUCTURES METHODS NATURAL RESPONSES MASS SHAPE ENERGY IMPACT SHROUDS CHIMNEYS INDUCED CIRCULAR EXCITED FREQUENCY FORCES...

.... The sea wallserved a double purpose, first, in exposing the rock shelf on which the foundations of the main buildingwere to be excavated following dewatering, and second, in providing a ready-made cofferdam within which deep excavations were carried out for the chimney foundations, cooling water...

...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...

...R F RISH © Thomas Telford and ICE 1967 FORCES WIND CYLINDRICAL CHIMNEYS 6949 ADDENDUM Forces in cylindrical chimneys due to wind R. F. RlSH The Author has asked that the following addendum be made to his Paper. The edge loads can be handled more elegantly by using the genera1...

...R F RISH; FOURIER © Thomas Telford and ICE 1967 TASMANIA UNIVERSITY FORCES CYLINDRICAL CHIMNEYS WIND PRESSURE SERIES BENDING MOMENTS MEMBRANES INEXTENSIONAL STRAIN ENERGY POINTS LOADS EDGES BASES BOUNDARIES CONDITIONS STRESS SHEAR For written discussion Paper...

... 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...

...G BOYD; ICI © Thomas Telford and ICE 1958 IMPERIAL CHEMICAL INDUSTRIES ICI TOWERS TALL BOLTS ANCHORS DESIGN LOADING LOADS WIND OVERTURNING RESISTANCE SLENDER UNSTAYED CHIMNEYS COLUMNS STRESS ANALYSIS STRUCTURES CONCRETE Paper No. 6273 T A U T O m R S : THE DESIGN...