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Minimum weight of frames under shakedown loading
Discussion of minimum weight design of framed structures under both fixed and independently varying loads; numerical example for two span beam, for which complete solution is obtained, and results corresponding to two types of loading are compared; slightly inexact iterative method for minimum weight design of frame of any degree of complexity.
Minimum weight of frames under shakedown loading
Discussion of minimum weight design of framed structures under both fixed and independently varying loads; numerical example for two span beam, for which complete solution is obtained, and results corresponding to two types of loading are compared; slightly inexact iterative method for minimum weight design of frame of any degree of complexity.
Minimum weight of frames under shakedown loading
ASCE -- Proc (J Eng Mechanics Div)
Heyman, J. (author)
1958
25 pages
Article (Journal)
English
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