2021
DOI: 10.1007/s11071-021-06980-5
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A biomimetic sliding–stretching approach to seismic isolation

Abstract: There is growing demand in industrialized and developing countries to provide people and structures with effective earthquake protection. Here, we employ architectured material concepts and a bio-inspired approach to trail-blaze a new path to seismic isolation. We develop a novel seismic isolator whose unit cell is formed by linkages that replicate the bones of human limbs. Deformable tendons connect the limb members to a central post carrying the vertical load, which can slide against the bottom plate of the … Show more

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Cited by 15 publications
(12 citation statements)
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References 47 publications
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“…Polyurethane‐based filaments have already been successfully used by other authors in energy dissipation devices employing hysteretic damping. [ 27 ] The geometry of the flower unit is determined by the following parameters: L = 140 mm; α = 60°; n = 4; θ = 45°. The ties have a cross section of 4.0 × 3.0 mm 2 and exhibit no initial pre‐strain.…”
Section: Methodsmentioning
confidence: 99%
“…Polyurethane‐based filaments have already been successfully used by other authors in energy dissipation devices employing hysteretic damping. [ 27 ] The geometry of the flower unit is determined by the following parameters: L = 140 mm; α = 60°; n = 4; θ = 45°. The ties have a cross section of 4.0 × 3.0 mm 2 and exhibit no initial pre‐strain.…”
Section: Methodsmentioning
confidence: 99%
“…Contact-based mechanics has played a crucial rule for the last centuries, from steam engines [1] to precision mechanics, [2][3][4] in particular in the watchmaking industry. [5] At the macroscale, actuation mechanisms and the resulting precision have been improving for decades; it is now rather usual to request at least micrometric precision for macroscopic (say, centimetric) parts.…”
Section: Introductionmentioning
confidence: 99%
“…Dynamic loads, such as earthquakes and explosions, influence and compromise the capacity and safety of engineering structures [1]. This subject becomes, particularly challenging for civil-engineering applications, where the primary source of undesired vibration stems from seismic excitation [2], or is tied to resonance effects that comprise a spectral content that lies in the lower-frequency range (1)(2)(3)(4)(5)(6)(7)(8)(9)(10)(11)(12)(13)(14)(15)(16)(17)(18)(19)(20).…”
Section: Introductionmentioning
confidence: 99%
“…Structural vibration attenuation is extensively treated via base-isolation techniques [1,3] or with the attachment of passive, active, and semiactive devices [4,5]. Perhaps the most exploited form of a passive vibration-attenuation device, in the structural engineering context, are the tuned mass and tuned liquid dampers [6][7][8][9], which comprise additional, linear attachments to the primary system.…”
Section: Introductionmentioning
confidence: 99%