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Wind bracing for modern tall structures; formulas for their design; special attention to structural-steel buildings and to connections required between horizontal steel beams and steel columns forming wind-resisting frames. (See also - discussion p 524-537; Boston Soc. Civil Engrs. -- Jl., vol 17, no. 10, Dec. 1930, pp. 563-566, 6 figs)
Wind bracing for modern tall structures; formulas for their design; special attention to structural-steel buildings and to connections required between horizontal steel beams and steel columns forming wind-resisting frames. (See also - discussion p 524-537; Boston Soc. Civil Engrs. -- Jl., vol 17, no. 10, Dec. 1930, pp. 563-566, 6 figs)
Design of wind bracing
Boston Soc. Civil Engrs. -- Jl
Smulski, E. (author)
1930
33 pages
Article (Journal)
English
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Engineering Index Backfile | 1930
|Engineering Index Backfile | 1933
|Wiley | 2001
|Engineering Index Backfile | 1930