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  2. prep rintOn Zero StiffnessMark Schenk and Simon D Guest ...

    www3.eng.cam.ac.uk/~sdg/preprint/OnZeroStiffness.pdf
    13 Apr 2022: 2004;41(11–12):2801–2820. [27] Seffen KA, Guest SD. Prestressed Morphing Bistable and Neutrally StableShells. ... 47] Seffen KA, Pellegrino S. Deployment dynamics of tape springs. Proceedingsof teh Royal Society A.
  3. A computationally efficient model to simulate vibrations in buildings …

    www3.eng.cam.ac.uk/~hemh1/theses/masterpaper_JonasCoene.pdf
    27 Jan 2013: Over het algemeen wordt een reductie van het trillingsniveau waargenomen op deplaats waar het gebouw zich bevindt. ... The rail pads andbearings are modelled as continuous resilient layers of stiffness ka and kb respectivelyper unit length [6].

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