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A theoretical calculation method of seismic shear key pounding based on continuum model

The evolution of shear key design for bridges is accompanied by research on structural earthquake resistance. However, the vast majority of pounding forces, responses, and corresponding data for the study and design of shear keys have been based on expensive experimentalism and imprecise empiricism...

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Detalles Bibliográficos
Autores principales: Shutong, Chen, Nazri, Fadzli Mohamed, Wenjun, An, Hao, Fu
Formato: Online Artículo Texto
Lenguaje:English
Publicado: Elsevier 2023
Materias:
Acceso en línea:https://www.ncbi.nlm.nih.gov/pmc/articles/PMC10502410/
https://www.ncbi.nlm.nih.gov/pubmed/37719923
http://dx.doi.org/10.1016/j.mex.2023.102370