Equivalent viscous damping for modeling inelastic impacts in earthquake pounding problems
In studies of earthquake‐induced pounding between adjacent structures, spring–dashpot elements are often used to simulate the impacts. In this brief paper an equation is derived expressing the dashpot constant as a function of the coefficient of restitution, in terms of which inelastic impacts of co...
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| Veröffentlicht in: | Earthquake engineering & structural dynamics 2004-07, Vol.33 (8), p.897-902 |
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| container_title | Earthquake engineering & structural dynamics |
| container_volume | 33 |
| creator | Anagnostopoulos, Stavros A. |
| description | In studies of earthquake‐induced pounding between adjacent structures, spring–dashpot elements are often used to simulate the impacts. In this brief paper an equation is derived expressing the dashpot constant as a function of the coefficient of restitution, in terms of which inelastic impacts of colliding simple bodies have usually been described. Copyright © 2004 John Wiley & Sons, Ltd. |
| doi_str_mv | 10.1002/eqe.377 |
| format | Article |
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| subjects | coefficient damping Earth sciences Earth, ocean, space earthquake Earthquakes, seismology Exact sciences and technology impact Internal geophysics pounding restitution viscous |
| title | Equivalent viscous damping for modeling inelastic impacts in earthquake pounding problems |
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