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Concrete shear wall combined with rigid frames in multistory buildings subject to lateral loads
In multistory concrete buildings with shear walls, lateral loads resulting from wind or seismic action are resisted by combination of shear walls and rigid frames; to consider interaction between walls and frames it is sufficient to include only stiffer frames; assuming all forces continuously distributed throughout full height of wall and that properties of wall and frame are constant, rotation of wall at all points is solved; example.
Concrete shear wall combined with rigid frames in multistory buildings subject to lateral loads
In multistory concrete buildings with shear walls, lateral loads resulting from wind or seismic action are resisted by combination of shear walls and rigid frames; to consider interaction between walls and frames it is sufficient to include only stiffer frames; assuming all forces continuously distributed throughout full height of wall and that properties of wall and frame are constant, rotation of wall at all points is solved; example.
Concrete shear wall combined with rigid frames in multistory buildings subject to lateral loads
Am Concrete Inst -- J
Cardan, B. (author)
1961
18 pages
Article (Journal)
English
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