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New aspects concerning inelastic instability of steel structures
Recent developments in field of column and plate buckling; column-buckling problem has been solved for entire elastic and inelastic range; linear buckling theory is considered unable to predict static strength of plate girders.
New aspects concerning inelastic instability of steel structures
Recent developments in field of column and plate buckling; column-buckling problem has been solved for entire elastic and inelastic range; linear buckling theory is considered unable to predict static strength of plate girders.
New aspects concerning inelastic instability of steel structures
ASCE -- Proc (J Structural Div)
Thurlimann, B. (Autor:in)
1960
22 pages
Aufsatz (Zeitschrift)
Englisch
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