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Nonlinear dynamic response of frame-type structures with hysteretic damping at the joints

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Publication:3990016
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DOI10.2514/3.10904zbMath0753.73055OpenAlexW1971831534WikidataQ56965503 ScholiaQ56965503MaRDI QIDQ3990016

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Publication date: 28 June 1992

Published in: AIAA Journal (Search for Journal in Brave)

Full work available at URL: https://doi.org/10.2514/3.10904


zbMATH Keywords

slippingmodified Coulomb joint modelnonlinear flexible connectionsRamberg- Osgood function


Mathematics Subject Classification ID

Vibrations in dynamical problems in solid mechanics (74H45)


Related Items (1)

A computationally efficient method for the limit elasto-plastic analysis of space frames




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