Seismic design procedure and seismic response of post-tensioned self-centering steel frames.
Post-tensioned (PT) self-centering moment-resisting frames (MRFs) have recently been developed as an alternative to welded moment frames. The first generation of these systems incorporated yielding energy dissipation mechanisms, whereas more recently, PT self-centering friction damped (SCFR) moment-...
| Published in: | Earthquake engineering & structural dynamics. 38, 3 (2009). |
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| Main Author: | |
| Format: | Article |
| Language: | English |
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