A platform for research: civil engineering, architecture and urbanism
"Vertical" and "torsional" oscillations of suspension bridges; wind tunnel test methods using sectional bridge models and dynamic scale model of complete bridge; for Severn bridge investigations linear scale for model was chosen to be 1/100. From Third Congress of Int Assn Bridge and Structural Eng -- Proc, Liege, 1948. (see also Roads and Road Construction v 26 n 311 Nov 1948 p 400-2)
"Vertical" and "torsional" oscillations of suspension bridges; wind tunnel test methods using sectional bridge models and dynamic scale model of complete bridge; for Severn bridge investigations linear scale for model was chosen to be 1/100. From Third Congress of Int Assn Bridge and Structural Eng -- Proc, Liege, 1948. (see also Roads and Road Construction v 26 n 311 Nov 1948 p 400-2)
Severn Bridge wind tunnel tests
Surveyor
Scruton, C. (author)
1948
Article (Journal)
English
© Metadata Copyright Elsevier B. V. All rights reserved.
Severn bridge wind tunnel tests
Engineering Index Backfile | 1948
|Wind Tunnel Testing for the Second Severn Bridge
British Library Conference Proceedings | 1994
|Wind-pressure experiments at Severn Bridge
Engineering Index Backfile | 1939
|UB Braunschweig | 1970
|Engineering Index Backfile | 1946