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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...
| Autores principales: | , , , , |
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| Formato: | Online Artículo Texto |
| Lenguaje: | English |
| Publicado: |
Nature Publishing Group UK
2022
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| Materias: | |
| 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 |