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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...
| Autores principales: | , , , |
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| Formato: | Online Artículo Texto |
| Lenguaje: | English |
| Publicado: |
Elsevier
2023
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| 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 |