On the performance of SCF in seismic isolation of the interior equipment of buildings.
The dynamic response of equipment mounted on an isolated raised floor inside a building while the primary fixed base structure is subjected to harmonic and earthquake ground motions is numerically investigated. Sliding concave foundation (SCF) system is utilized for isolating the raised floor. The e...
| Published in: | Earthquake engineering & structural dynamics. 36, 11 (2007). |
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| Main Author: | |
| Format: | Article |
| Language: | English |
| Subjects: |