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Analysis of vierendeel trusses by successive approximations
Moment distribution method in which each member is considered as primary unit; panel method in which various panels are taken as primary structural units; use of panel in successive approximations; approximate solution for wind stresses in tall building frames. (In English, with brief abstracts in French and German p 353-4.)
Analysis of vierendeel trusses by successive approximations
Moment distribution method in which each member is considered as primary unit; panel method in which various panels are taken as primary structural units; use of panel in successive approximations; approximate solution for wind stresses in tall building frames. (In English, with brief abstracts in French and German p 353-4.)
Analysis of vierendeel trusses by successive approximations
Assn Int des Ponts et Charpentes -- Memoires
Maugh, L.C. (author)
1935
22 pages
Report
English
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