An explicit time-domain method for non-stationary random analysis of nonlinear frame structures with plastic hinges

In this study, a novel approach for random vibration analysis of nonlinear frame structures under seismic random excitations is developed. The explicit time-domain method is improved in this approach by integrating the plastic hinge model, which can simulate the nonlinear behaviors caused by materia...

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Detalles Bibliográficos
Autores principales: Huang, Huan, Li, Yuyu, Li, Wenxiong, Tang, Guihe, Lv, Yanmei
Formato: Online Artículo Texto
Lenguaje:English
Publicado: Nature Publishing Group UK 2022
Materias:
Article
Acceso en línea:https://www.ncbi.nlm.nih.gov/pmc/articles/PMC9510132/
https://www.ncbi.nlm.nih.gov/pubmed/36156063
http://dx.doi.org/10.1038/s41598-022-19856-4

Internet

https://www.ncbi.nlm.nih.gov/pmc/articles/PMC9510132/
https://www.ncbi.nlm.nih.gov/pubmed/36156063
http://dx.doi.org/10.1038/s41598-022-19856-4

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