A platform for research: civil engineering, architecture and urbanism
A platform for research: civil engineering, architecture and urbanism
Method is presented in which load factors against all possible modes of structural collapse and against yield of all critical sections are prescribed; design plastic moments are some fractions of elastic envelope moments under specified ultimate load; design problem consists of solving system of linear equations or inequalities expressing limit conditions in terms of scale factors of elastic envelope moments; principles of simple plastic theory can be used for finding feasible limit design solutions; two examples illustrate application of method to building frames.
Method is presented in which load factors against all possible modes of structural collapse and against yield of all critical sections are prescribed; design plastic moments are some fractions of elastic envelope moments under specified ultimate load; design problem consists of solving system of linear equations or inequalities expressing limit conditions in terms of scale factors of elastic envelope moments; principles of simple plastic theory can be used for finding feasible limit design solutions; two examples illustrate application of method to building frames.
Limit design of reinforced concrete frames
ASCE -- Proc (J Structural Div)
Cohn, M.Z. (author)
1968
17 pages
Article (Journal)
English
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