We present the results of a numerical study on a seismic metasurface that achieves wide bandgap for low frequencies and with relatively smaller resonators. The metasurface consists of periodic concrete pillars with rigid caps supported on rubber between the caps and pillars and placed above ground. The study shows that such a metasurface creates a barrier against elastic waves having frequencies in the seismic frequency range. The results are further validated by a frequency-domain and time-transient study. The proposed metasurface configuration is simple and can be realized with readily available materials.
Revised:
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Published online:
Muhammad Masaud Hajjaj 1; Jianwei Tu 1
CC-BY 4.0
@article{CRMECA_2022__350_G2_237_0,
author = {Muhammad Masaud Hajjaj and Jianwei Tu},
title = {Wave attenuation study on a wide-band seismic metasurface using capped pillars},
journal = {Comptes Rendus. M\'ecanique},
pages = {237--254},
publisher = {Acad\'emie des sciences, Paris},
volume = {350},
year = {2022},
doi = {10.5802/crmeca.99},
language = {en},
}
TY - JOUR AU - Muhammad Masaud Hajjaj AU - Jianwei Tu TI - Wave attenuation study on a wide-band seismic metasurface using capped pillars JO - Comptes Rendus. Mécanique PY - 2022 SP - 237 EP - 254 VL - 350 PB - Académie des sciences, Paris DO - 10.5802/crmeca.99 LA - en ID - CRMECA_2022__350_G2_237_0 ER -
Muhammad Masaud Hajjaj; Jianwei Tu. Wave attenuation study on a wide-band seismic metasurface using capped pillars. Comptes Rendus. Mécanique, Volume 350 (2022), pp. 237-254. doi : 10.5802/crmeca.99. https://comptes-rendus.academie-sciences.fr/mecanique/articles/10.5802/crmeca.99/
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