Seismic behavior of hybrid systems made of PR composite frames coupled with dissipative bracings.
The paper investigates the dynamic behaviour of hybrid systems made of partially restrained (PR) steel concrete composite frames coupled with viscoelastic dissipative bracings. A numerical model that accounts for both the resisting mechanisms of the joint and the viscoelastic contribution of the dis...
| Published in: | Earthquake engineering & structural dynamics. 37, 6 (2008). |
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| Main Author: | |
| Format: | Article |
| Language: | English |
| Subjects: |