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Loading conditions; step-by-step approach and application of force value method to matrix formulation in finite time interval are shown to make it possible to take into account arbitrary interval conditions, including system and loading variations in prestressed concrete members. (44532)
Loading conditions; step-by-step approach and application of force value method to matrix formulation in finite time interval are shown to make it possible to take into account arbitrary interval conditions, including system and loading variations in prestressed concrete members. (44532)
Matrix formulation of "shrinkage and creep"
Matrizenformulierung des Lastfalles "Schwinden und "Kriechen"
Wolter, F. (author)
1968
4 pages
Article (Journal)
German
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