Optimal design of tuned mass dampers through differential evolution method for reducing the dynamic response of structures subjected to earthquake loads
This paper introduces a methodology for the optimal design of passive Tuned Mass Dampers (TMDs) to control the dynamic response of buildings subjected to earthquake loads. The selection process of the optimal design parameters is carried out through a metaheuristic approach based on differential evo...
Furkejuvvon:
| Publikašuvnnas: | Entramado |
|---|---|
| Váldodahkkit: | , , |
| Materiálatiipa: | Artigo |
| Giella: | Inglês |
| Almmustuhtton: |
Universidad Libre
2021
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| Fáttát: | |
| Liŋkkat: | https://www.redalyc.org/articulo.oa?id=265470004016 https://www.redalyc.org/journal/2654/265470004016/ https://www.redalyc.org/journal/2654/265470004016/html/ https://www.redalyc.org/journal/2654/265470004016/265470004016.epub https://www.redalyc.org/journal/2654/265470004016/movil |
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