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Constant segment method for analysis of non-uniform structural members
Method for analysis of beams with variable moments of inertia, based on division of flexural member into number of segments of equal length, each segment being assumed to have constant value of EI.
Constant segment method for analysis of non-uniform structural members
Method for analysis of beams with variable moments of inertia, based on division of flexural member into number of segments of equal length, each segment being assumed to have constant value of EI.
Constant segment method for analysis of non-uniform structural members
Am Soc Civ Engrs -- Proc Separate
Hanson, W.E. (author) / Wiley, W.F. (author)
1955
25 pages
Article (Journal)
English
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