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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 - v 15 n 10 Oct 1945 p 469-72, n 11 Nov p 501-4, n 12 Dec p 558-60; Surveyor v 105 n 2826 Mar 22 1946 p 225-6)
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 - v 15 n 10 Oct 1945 p 469-72, n 11 Nov p 501-4, n 12 Dec p 558-60; Surveyor v 105 n 2826 Mar 22 1946 p 225-6)
Design of bridges against wind
Civ Eng (NY)
Steinman, D.B. (author)
1946
4 pages
Article (Journal)
English
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