...D D A PIESOLD; J M CORNEY © Thomas Telford and ICE 1999 KNIGHT PIESOLD MARCONI AVIONICS IMPERIAL COLLEGE BRIDGES DECKS ACTIVE AEROFOILS STABILISATION CABLES SUPPORTS INSTABILITY TORSIONAL WIND AERODYNAMICS FLUTTER OSCILLATIONS SPANS STABILITY SPEED AIRCRAFT...

...T A WYATT © Thomas Telford and ICE 1995 IMPERIAL COLLEGE WIND ENGINEERING SOCIETY WIND GUSTS EFFECT EXTREME PREDICTION ENGINEERING APPLICATIONS DESIGN FORCES ESTIMATION SPECIFICATIONS MODELS TURBULENCE THERMAL CONVECTION SPEED LOADS SENSITIVITY ACTION ESTIMATING...

... this approximate methodis demonstrated by the posterioranalysis of 15 existing cable-stayedbridges andof two under construction, for part of whicehither the natural frequencies have been measured in situ or the critical wind speeds in wind tunnels. Notation cross-sectionof the girder cross-sectionof the staycable...

... at the heightin question. Typical plotsof the calculated stress resultants are shownin Fig. 6 for a hyperboloidal shell exposed to two differentwind speeds. 14. In the case of wind exposure 1,no net tensile force exists since themeridional force N,, due towind load is less thanNbd due to dead load. Therefore...