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Wind bracing in tall steel buildings
Progress report on Sub-Committee on Wind Bracing in Steel Buildings of American Society of Civil Engineers; magnitude and character of wind force; characteristics of 27 winds in continental United States having recorded velocity of 90 m.p.h. or over; variation of wind velocity and of wind pressure with height; part played by non-skeleton parts; allocation of wind force to braced bents; minimizing deflection; recommendations and conclusions. (See also - discussions in nos. 9, 10, 11, 12, 13 and 14, June, pp. 870-871, July, pp. 951-953, Aug., p. 1033, Sept., pp. 1131-1132, Oct., pp. 1208-1209 and Nov., p. 1289, 3 figs.)
Wind bracing in tall steel buildings
Progress report on Sub-Committee on Wind Bracing in Steel Buildings of American Society of Civil Engineers; magnitude and character of wind force; characteristics of 27 winds in continental United States having recorded velocity of 90 m.p.h. or over; variation of wind velocity and of wind pressure with height; part played by non-skeleton parts; allocation of wind force to braced bents; minimizing deflection; recommendations and conclusions. (See also - discussions in nos. 9, 10, 11, 12, 13 and 14, June, pp. 870-871, July, pp. 951-953, Aug., p. 1033, Sept., pp. 1131-1132, Oct., pp. 1208-1209 and Nov., p. 1289, 3 figs.)
Wind bracing in tall steel buildings
Civil Eng. (N. Y.)
1931
6 pages
4 Figs.
Article (Journal)
English
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