Numerical Investigation of the Seismic Performance of Steel Frames with Energy-Dissipating Composite Walls

To improve the seismic performance of steel frame buildings in rural areas, an energy-dissipating composite wall (EDCW) assembled from concrete-filled steel tubular columns and concrete sheet walls was designed. Cyclic loading tests were simulated using the finite element method (FEM) to analyse the...

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Detalles Bibliográficos
Autores principales: Wei, Ding, Suizi, Jia
Formato: Online Artículo Texto
Lenguaje:English
Publicado: MDPI 2022
Materias:
Article
Acceso en línea:https://www.ncbi.nlm.nih.gov/pmc/articles/PMC8836796/
https://www.ncbi.nlm.nih.gov/pubmed/35160774
http://dx.doi.org/10.3390/ma15030828

Internet

https://www.ncbi.nlm.nih.gov/pmc/articles/PMC8836796/
https://www.ncbi.nlm.nih.gov/pubmed/35160774
http://dx.doi.org/10.3390/ma15030828

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