Dynamic Response of Elasto-Plastic Frames

by Joseph Penzien,

Serial Information: Transactions of the American Society of Civil Engineers, 1962, Vol. 127, Issue 2, Pg. 1-13

Document Type: Journal Paper


Results of analytical investigation involving single mass system that has idealized elasto-plastic resistance deformation relationship; system was subjected to similar ground motion as measured during May 1940 El Centro earthquake; basic parameters varied in this investigation are natural period, ultimate strength, and damping of system; results are presented in form of graphs.

Subject Headings: Dynamic response | Frames | Ground motion | Elastoplasticity | Load and resistance factor design | Soil deformation | Earthquakes | Parameters (statistics)

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