...J S SHIPWAY; SIR T BOUCH; W P WINSTON; D G GLOW © Thomas Telford and ICE 1990 BRITISH TELECOM CONSTRUCTION DISASTERS WIND BRIDGES HISTORY SPANS GUSTS RAILWAYS COLLAPSE DESIGN PRESSURE TAY SCOTLAND UK Proc. Instn Civ. Engrs, Part 1,1990,88, Aug., 717-720...

... GUSTS TROPICS CYCLONES TROPICAL BUILDINGS FACTORS AP LEI CHAU TSING MA HONG KONG HONG KONG AUSTRALIA ASIA Proc. Instn Civ. Engrs,Part 2, 1985,79,Dec., 759-765 DISCUSSION ON PAPER 8884 Application of the British Codeof Practice on Wind Loading in areas subjecto typhoon winds L. C...

...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...

...LCH LAM; RP LAM © Thomas Telford and ICE 1985 HONG KONG UNIVERSITY CODES PRACTICE WIND LOADS TYPHOONS BUILDINGS STRUCTURES COASTAL AREAS TROPICS CYCLONES GUSTS DESIGN SPEED CALCULATIONS PRESSURE DYNAMICS HEIGHT ASIA SOUTH EAST ASIA Proc. Instn Ciu.Engrs...

... MATHEMATICS MODELS PREDICTION PROBABILITY SIMULATION CODES PRACTICE INVESTIGATIONS OPEN EXPOSURE POWER SPECTRAL PARAMETERS GUSTS HONG KONG HONG KONG ASIA Proc. Instn Ciu. Engrs, Part 2, 1984,77, Dec., 465-478 PAPER 8837 STRUCTURALENGINEERING GROUP An appraisal of current methoodfs...

...G LEWIS ZIMBABWE UNIVERSITY ESTIMATING PROBABILITY PARAMETERS CLIMATOLOGY SPEED GUSTS WIND AIR TEMPERATURE STATIONS DESIGN VALUE STRUCTURES METHODS CLIMATE LIFETIME © Thomas Telford and ICE 1983 ZIMBABWE AFRICA Proc. Instn Civ.Engrs, Part 2, 1983,15,Sept...

...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...

..., MSc, FlStructE The behaviour ofwind-sensitive structures (i.e., structures in whichwindis the predominant loading) is governed not only by quasi-static forces causedby along- wind pressuresbutalso by dynamicforcesarisingfromturbulence,discrete gust impactor vortex shedding. These dynamic forces depend...

... QUASI STATIC PERIODS WIND RELIABILITY STORMS DISTRIBUTION PROCESS MODELS GUSTS ACTION FACTORS FUNCTIONS GERMANY WEST GERMANY EUROPE Proc. Insrn Civ. Engrs, Part 2, 1976, 61, Dec., 673-683 7954 Probabilistic determination of design wind velocity in Germany G . I. SCHUf!LLER* H...

... EQUATIONS QUASI STATIC MODELS GUSTS COVARIANCE 7276 Wind-load design based on statistics Shortcomings of some of the wind-load design procedures currently advocated are pointed out. Theseincludethe inefficientuseof information availablefrom wind records. In themodelproposed, annual records...

...BT SEDDON © Thomas Telford and ICE 1971 BINNIE AND PARTNERS SPILLWAYS COMPUTERS ENVELOPES HYDRAULIC CAPACITY SPILLWEIRS CALCULATIONS GUSTS HEADS RUNOFF ESTIMATES DISTRIBUTION INVESTIGATIONS DESIGN RAINFALL MODELS DISCHARGES FREEBOARD VELOCITY SHAPE HYDROLOGY...

... deciding the basis for the design wind speed. Research indicated that this should be based on the maximum speed for a gust period of about 3 seconds, with provision to modify to a period of 5 and 10 second gusts for large buildings to take account of the eddies in turbulent flow. The Meteorological Office...

... DESIGN FOUNDATIONS VORTEX SHEDDING RADIO WIND AERODYNAMICS STABILITY LOADS FORCES VELOCITY GUSTS SHAFTS DAMPING CANTILEVER OSCILLATIONS SPEED BRIDGES POST OFFICE MUSEUM RADIO TOWER LONDON UK © Thomas Telford and ICE 1966 Discussion on Paper No. 6822* Museum...

...A G DAVENPORT © Thomas Telford and ICE 1964 WESTERN ONTARIO UNIVERSITY DISTRIBUTION VALUE RANDOM FUNCTIONS APPLICATIONS GUSTS LOADING LOADS INSTANTANEOUS RESPONSES STRUCTURES PEAK VELOCITY SPEED PROBLEMS MAXIMUM ANEMOMETERS INSTRUMENTATION Paper No. 6739 NOTE...

...C SCRUTON; C W NEWBERRY; J D HADDON; A G F EDDIE; A G DAVENPORT © Thomas Telford and ICE 1964 RENDEL PALMER & TRITTON WESTERN ONTARIO UNIVERSITY ESTIMATING WIND LOADS BUILDINGS STRUCTURAL DESIGN PRESSURE LOADING GUSTS ACTION FACTORS VALUE EFFECT CODES...

...A G DAVENPORT; T A WYATT © Thomas Telford and ICE 1964 IMPERIAL COLLEGE RESPONSES SLENDER STRUCTURES WIND GUSTS EFFECT TOWERS CABLES Discussion on Paper No. 6610 The response of slender, lie-like, structures to a gusty wind by A. G . Davenport, B.A., M.A., M.A.Sc., Ph.D...

...,changesinbuilding practice aretending to make buildings more susceptible to the action of short, but severe,gusts. There is thus a need for more data, and for a revision of the relevant Code of Practice. ThePaper reviews various current approaches to the problem of determining suitable designloadings. The problems...

...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...

... that the difference would probably turn out to be marginal and liable to be obscured by the many larger uncertainties, such as the spatial effectiveness of gusts and the unsteady aerodynamic coefficients. 98. The Author had re-examined the derivation of the distribution of largest peak values and could find no reason...

...A G DAVENPORT © Thomas Telford and ICE 1961 WESTERN ONTARIO UNIVERSITY APPLICATIONS STATISTICS WIND LOADING STRUCTURES LOADS RESPONSES GUSTS TURBULENT ELASTIC FLOW FLUCTUATION PROPERTIES VELOCITY SPECTRA GUSTINESS TIME SERIES STATIONARY EXPRESSION Paper No. 6480...