2018
DOI: 10.1785/0220170196
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Toward Seismic Metamaterials: The METAFORET Project

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Cited by 48 publications
(35 citation statements)
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“…Recently this hyperbolicelliptic model was applied to a resonant array of rods attached to a half-space [37]; these rods were assumed to undergo only longitudinal vibrations as was the case in previous analytical [23] and numerical [22] studies. However recent experimental data obtained for a dense forest of pine trees, acting as subwavelength resonators, suggests that the flexural resonances as well as the junction conditions [38] may play an important role; yet, little attention has thus far been given to the junction condition joining the resonators to the substrate.…”
Section: Introductionmentioning
confidence: 99%
“…Recently this hyperbolicelliptic model was applied to a resonant array of rods attached to a half-space [37]; these rods were assumed to undergo only longitudinal vibrations as was the case in previous analytical [23] and numerical [22] studies. However recent experimental data obtained for a dense forest of pine trees, acting as subwavelength resonators, suggests that the flexural resonances as well as the junction conditions [38] may play an important role; yet, little attention has thus far been given to the junction condition joining the resonators to the substrate.…”
Section: Introductionmentioning
confidence: 99%
“…The study of primary microseism generation, specifically in the North Sea, has recently been addressed (Juretzek and Hadziioannou, 2017;Becker et al, 2019) and should soon provide new modeling theories to compare with our results. The local wind field around UCC, also known as a source of seismic noise, for example, by its interaction with trees, can be ruled out, as most of the seismic energy radiated is at the first mode of resonance of trees, around a 1 to 5 s maximum (Roux et al, 2018), while higher modes occur at much higher frequency.…”
Section: Discussionmentioning
confidence: 99%
“…5 graphically illustrates the predictions of Eqn. (11) for different values of ψ and θ, assuming δ = 1%. Such value of the drift ratio corresponds to an average value of the thresholds dictated by the international standards for the seismic design of buildings, in order to avoid structural collapse (refer, e.g., to Eurocode 8 [54]).…”
Section: Use Of Smad Braces In Anti-seismic Structuresmentioning
confidence: 99%