Semi-active control of sliding isolated bridges using MR dampers an experimental and numerical study.
Sliding base isolation systems used in bridges reduce pier drifts, but at the expense of increased bearing displacements under near source pulse type earthquakes. It is common practice to incorporate supplemental passive non-linear dampers into the isolation system to counter increased bearing displ...
| I publikationen: | Earthquake engineering & structural dynamics. 34, 8 (2005). |
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| Huvudupphovsman: | |
| Materialtyp: | Artikel |
| Språk: | English |
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