Analytical expression between the impact damping ratio and the coefficient of restitution in the non-linear viscoelastic model of structural pounding.
Earthquake-induced structural pounding has been recently intensively studied with the help of different models of impact force. It has been verified through comparisons, that the non-linear viscoelastic model may be considered somewhat the most accurate one among them. The aim of this short paper is...
| Publicat a: | Earthquake engineering & structural dynamics. 35, 4 (2006). |
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| Autor principal: | |
| Format: | Article |
| Idioma: | English |
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