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ENGINEERING APPLICATIONS AND REQUIREMENTS OF PREDICTION OF EXTREME WIND GUST EFFECTS. (SUMMARY OF THE DEBATE ORGANIZED BY THE WIND ENGINEERING SOCIETY HELD AT THE ICE ON 19 APRIL 1994).

Proceedings of the Institution of Civil Engineers - Structures and Buildings (1995) 110 (3): 322–325.

https://doi.org/10.1680/istbu.1995.27876

Published: 01 August 1995

...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...

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STRUCTURAL DEFICIENCIES OF NATURAL DRAUGHT COOLING TOWERS AT UK POWER STATIONS. PART 1: FAILURES AT FERRYBRIDGE AND FIDDLERS FERRY.

R A POPE

Proceedings of the Institution of Civil Engineers - Structures and Buildings (1994) 104 (1): 1–10.

https://doi.org/10.1680/istbu.1994.25675

Published: 01 February 1994

... riskof failure were modelled initially. In total, the ' uplift ' force in 37 towers was measured. This work and further researchby Armitt6 con- 10.30am firmed that tower grouping effects are considerable, and that dynamic stresseisn shells resulting from turbulence can also be very sig- 1November1965...

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ENGINEERING APPLICATIONS AND REQUIREMENTS OF PREDICTION OF EXTREME WIND GUST EFFECTS. (SUMMARY OF THE DEBATE ORGANIZED BY THE WIND ENGINEERING SOCIETY HELD AT THE ICE ON 19 APRIL 1994).

STRUCTURAL DEFICIENCIES OF NATURAL DRAUGHT COOLING TOWERS AT UK POWER STATIONS. PART 1: FAILURES AT FERRYBRIDGE AND FIDDLERS FERRY.

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ENGINEERING APPLICATIONS AND REQUIREMENTS OF PREDICTION OF EXTREME WIND GUST EFFECTS. (SUMMARY OF THE DEBATE ORGANIZED BY THE WIND ENGINEERING SOCIETY HELD AT THE ICE ON 19 APRIL 1994).

STRUCTURAL DEFICIENCIES OF NATURAL DRAUGHT COOLING TOWERS AT UK POWER STATIONS. PART 1: FAILURES AT FERRYBRIDGE AND FIDDLERS FERRY.

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