dc.contributor.author | Hernández Montes, Enrique | |
dc.contributor.author | Carbonell Márquez, Juan Francisco | |
dc.date.accessioned | 2020-07-08T06:18:46Z | |
dc.date.available | 2020-07-08T06:18:46Z | |
dc.date.issued | 2019 | |
dc.identifier.uri | http://hdl.handle.net/10481/62894 | |
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 and . 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.language.iso | eng | es_ES |
dc.subject | Linear Acceleration Method | es_ES |
dc.subject | Newmark’s Method | es_ES |
dc.title | Detailed application of the Linear Acceleration Method for the response of an elasto-plastic SDOF system | es_ES |
dc.type | other | es_ES |
dc.rights.accessRights | open access | es_ES |
dc.type.hasVersion | VoR | es_ES |