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It is shown that treatment of statically indeterminate structures by force method does not require greater number of equations than method applying equations of elasticity derived from deformation; treatment of system by both methods exemplified.
It is shown that treatment of statically indeterminate structures by force method does not require greater number of equations than method applying equations of elasticity derived from deformation; treatment of system by both methods exemplified.
Method apply forces vs method applying deformation
Kraftgroessenverfahren oder Formaenderungsgroessenverfahren
Kohl, E. (Autor:in)
Bauingenieur ; 24
1949
4 pages
Diagrams
Aufsatz (Zeitschrift)
Deutsch
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