Numerical models and ductile ultimate deformation response of post-tensioned self-centering moment connections.
New steel moment-resisting connections that incorporate post-tensioning elements to provide a self-centering capacity and devices to dissipate seismic input energy have recently been proposed and experimentally validated. Experimental studies have confirmed that these connections are capable of unde...
| Published in: | Earthquake engineering & structural dynamics. 38, 1 (2009). |
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| Main Author: | |
| Format: | Article |
| Language: | English |
| Subjects: |