Elastoplastic Behavior of Trip-Out Metal Beams in the Encased Concrete Pile System
Authors:
Gaipov S.K.
соискатель, ЦНИИСК им.В.А.Кучеренко, Москва
Rubric: Theoretical and experimental studies
Annotation:
The results of studies in the “restoring force – displacement” relationship for trip-out metal beam braces are presented. This relationship is required to define parameters in the elastic and non-elastic stages as well as of the beam limit deflection.