Abstract
This technical note concisely presents the details of a post-tensioned rocking moment connection (PT-RMC) concept that could be implemented in steel plate shear wall (SPSW) and moment-resisting frame (MRF) systems, along with preliminary results from limited SAP2000 cyclic nonlinear static pushover and time-history analyses that verify its anticipated behavior. The partial research results presented here could be of benefit in ongoing discussions about practical implementation and design codification of PT-RMCs [aka post-tensioned energy dissipating (PTED) or self-centering moment-resisting (SC-MRF) connections].
| Original language | English |
|---|---|
| Pages | 153-158 |
| Number of pages | 6 |
| Volume | 48 |
| No | 2 |
| Specialist publication | Engineering Journal |
| State | Published - Jun 2011 |
Keywords
- Moment frame
- Rocking connection
- Self-centering frame
- Steel plate shear wall
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