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Iterative Ermittlung der Traglast eines axial gedrueckten Durchlauftraegers aus Baustahl
Iterative method of calculating critical load of axially compressed continuous girder made of structural steel; method described permits treatment of trussed girders with nonlinear load displacement law; it is shown that convergence in iteration of deflection curve depends on slope of load displacement, and means of improving convergence are indicated; method is applied to calculation of critical load for compressed girder loaded with transverse force. (n 2 Feb 1968 p 44-9, n 3 Mar 1968 p 82-8)
Iterative Ermittlung der Traglast eines axial gedrueckten Durchlauftraegers aus Baustahl
Iterative method of calculating critical load of axially compressed continuous girder made of structural steel; method described permits treatment of trussed girders with nonlinear load displacement law; it is shown that convergence in iteration of deflection curve depends on slope of load displacement, and means of improving convergence are indicated; method is applied to calculation of critical load for compressed girder loaded with transverse force. (n 2 Feb 1968 p 44-9, n 3 Mar 1968 p 82-8)
Iterative Ermittlung der Traglast eines axial gedrueckten Durchlauftraegers aus Baustahl
Iterative Ermittlung der Traglast eines axial gedrueckten Durchlauftraegers aus Baustahl
Wagemann, C.H. (author)
Stahlbau ; 37
1968
Article (Journal)
German
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