Detailed application of the Linear Acceleration Method for the response of an elasto-plastic SDOF system

dc.contributor.author	Hernández-Montes, Enrique
dc.contributor.author	Carbonell-Márquez, Juan Francisco
dc.date.accessioned	2019-05-06T11:51:07Z
dc.date.available	2019-05-06T11:51:07Z
dc.date.issued	2019
dc.identifier.uri	http://hdl.handle.net/10396/18480
dc.description	Report TEP 190 1-2019	es_ES
dc.description.abstract	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.	es_ES
dc.format.mimetype	application/pdf	es_ES
dc.language.iso	eng	es_ES
dc.rights	https://creativecommons.org/licenses/by-nc-nd/4.0/	es_ES
dc.subject	Linear Acceleration Method	es_ES
dc.subject	Newmark’s Method	es_ES
dc.subject	SDOF	es_ES
dc.subject	Elasto-plastic Behavior	es_ES
dc.subject	Complete Hysteretic Curve	es_ES
dc.subject	Dynamic Response	es_ES
dc.subject	Earthquake Excitation	es_ES
dc.title	Detailed application of the Linear Acceleration Method for the response of an elasto-plastic SDOF system	es_ES
dc.title.alternative	Report TEP 190 1-2019	es_ES
dc.type	info:eu-repo/semantics/report	es_ES
dc.rights.accessRights	info:eu-repo/semantics/openAccess	es_ES