A platform for research: civil engineering, architecture and urbanism
Discussion of principles involved in design of bridges to resist extreme wind forces; important failures due to wind; dangers from uplift; history of problem of aerodynamic instability, caused by progressive amplification of harmonic undulation due to wind, finally becoming destructive; elementary explanation of aerodynamic instability; prevention and cure of aerodynamic instability. (See also Civ Eng (NY) v 15 n 10, 11, 12, Oct 1945 p 469-72, Nov p 501-4, Dec p 558-60, v 16 n 1 Jan 1946 p 20-3)
Discussion of principles involved in design of bridges to resist extreme wind forces; important failures due to wind; dangers from uplift; history of problem of aerodynamic instability, caused by progressive amplification of harmonic undulation due to wind, finally becoming destructive; elementary explanation of aerodynamic instability; prevention and cure of aerodynamic instability. (See also Civ Eng (NY) v 15 n 10, 11, 12, Oct 1945 p 469-72, Nov p 501-4, Dec p 558-60, v 16 n 1 Jan 1946 p 20-3)
Design of bridges against wind
Surveyor
Steinman, D.B. (author)
1946
32 pages
Article (Journal)
English
© Metadata Copyright Elsevier B. V. All rights reserved.
Design of bridges against wind
Engineering Index Backfile | 1946
|Design of bridges against wind
Engineering Index Backfile | 1946
|ASCE | 2021
|Discussion of “Wind Pressure Against Bridges”
ASCE | 2021
|Design of wind screens to bridges, experience and applications on major bridges
British Library Conference Proceedings | 1998
|