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Analysis of coupled shear walls of variable cross-section
Analysis is based on continuous connection technique, extended to include effects of shearing deformations in walls; theoretical predictions of both deflections and stresses are compared with results from tests on model structure subjected to uniformly distributed lateral load; structure considered is symmetrical coupled shear wall, perforated with single band of openings, and having abrupt change in width at some height.
Analysis of coupled shear walls of variable cross-section
Analysis is based on continuous connection technique, extended to include effects of shearing deformations in walls; theoretical predictions of both deflections and stresses are compared with results from tests on model structure subjected to uniformly distributed lateral load; structure considered is symmetrical coupled shear wall, perforated with single band of openings, and having abrupt change in width at some height.
Analysis of coupled shear walls of variable cross-section
Bldg Science
Coull, A. (author) / Puri, R.D. (author)
Building Science ; 2
1968
8 pages
Article (Journal)
Electronic Resource
English
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