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Dynamic Behavior of a Precast and Partial Steel Joint under Various Shear Span-to-Depth Ratios

The dynamic behavior of a PPSRC beam–column joint is related to constraint effect, strength deterioration and strain rate effect. Then, it can be assessed by bearing capacity, stiffness degradation, displacement ductility and energy consumption. The results show that the increased strain rate causes...

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Detalles Bibliográficos
Autores principales: Fan, Guoxi, Yang, Jing, Wang, Ye, Zhang, Qiyi, Jia, Jing, Cheng, Wanpeng
Formato: Online Artículo Texto
Lenguaje:English
Publicado: MDPI 2021
Materias:
Acceso en línea:https://www.ncbi.nlm.nih.gov/pmc/articles/PMC8123067/
https://www.ncbi.nlm.nih.gov/pubmed/33922772
http://dx.doi.org/10.3390/ma14092162