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Membrane forces and buckling in reticulated shells
Methods for analysis of framed structures which behave primarily as shells are presented; membrane forces, analogous elastic properties, and buckling criteria are discussed; collapse of 307-ft span reticulated dome in Bucharest, Romania in 1963 is investigated, and it is shown that analyses presented in paper give buckling load which is only approximately one-fifth of critical load expected by original designers, but which agrees within 10% with actual load at failure; analyses of other reticulated domes are also given.
Membrane forces and buckling in reticulated shells
Methods for analysis of framed structures which behave primarily as shells are presented; membrane forces, analogous elastic properties, and buckling criteria are discussed; collapse of 307-ft span reticulated dome in Bucharest, Romania in 1963 is investigated, and it is shown that analyses presented in paper give buckling load which is only approximately one-fifth of critical load expected by original designers, but which agrees within 10% with actual load at failure; analyses of other reticulated domes are also given.
Membrane forces and buckling in reticulated shells
ASCE -- Proc (J Structural Div)
Wright, D.T. (author)
1965
29 pages
Article (Journal)
English
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