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Extension of A. L. L. BAKER'S safe limit solution indexed from same issue p 332, refers to cases when assumptions made by Baker are not existent; degree of rigidity of foundations, increased height of ground floor, and semirigid joints are taken into consideration; theory applied to numerical examples.
Extension of A. L. L. BAKER'S safe limit solution indexed from same issue p 332, refers to cases when assumptions made by Baker are not existent; degree of rigidity of foundations, increased height of ground floor, and semirigid joints are taken into consideration; theory applied to numerical examples.
Wind stresses in multi-storey buildings
Structural Engr
Horne, M.R. (author)
Structural Engineer ; 26
1948
37 pages
Article (Journal)
English
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Wind stresses in multi-storey buildings
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