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Dynamic Stability of Tensegrity Structures—Part I: The Time-Independent External Load

The paper contains a parametric analysis of tensegrity structures subjected to time-independent external loads. A complete dynamic stability analysis is a three-step process. The first stage involves the identification of self-stress states and infinitesimal mechanisms. The next stage concentrates o...

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Detalles Bibliográficos
Autores principales: Obara, Paulina, Tomasik, Justyna
Formato: Online Artículo Texto
Lenguaje:English
Publicado: MDPI 2023
Materias:
Acceso en línea:https://www.ncbi.nlm.nih.gov/pmc/articles/PMC9867197/
https://www.ncbi.nlm.nih.gov/pubmed/36676314
http://dx.doi.org/10.3390/ma16020580