Detailed application of the Linear Acceleration Method for the response of an elasto-plastic SDOF system
Report TEP 190 1-2019
Autor
Hernández-Montes, Enrique
Carbonell-Márquez, Juan Francisco
Fecha
2019Materia
Linear Acceleration MethodNewmark’s Method
SDOF
Elasto-plastic Behavior
Complete Hysteretic Curve
Dynamic Response
Earthquake Excitation
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The numeric computation procedure for the solution of the equation of motion of a single-degree-of-freedom (SDOF) system subjected to any type of ground acceleration is exhaustively presented. The followed numeric approach is the Linear Acceleration Method, i.e. Newmark’s Method with γ=1/2 and β=1/6. The approach allows considering any time of multilinear elasto-plastic behavior. It also allows computing the Complete Hysteretic Curve of the SDOF system.
Descripción
Report TEP 190 1-2019