Technical Note: New Z-BREAKSS: Post-tensioned Rocking Connection Detail Free of Beam Growth

Authors

  • Daniel M. Dowden
  • Michel Bruneau

DOI:

https://doi.org/10.62913/engj.v48i2.1005

Keywords:

rocking connection, self-centering frame, steel plate shear wall, moment frame

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].

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Published

06/30/2011

How to Cite

Dowden, D. M., & Bruneau, M. (2011). Technical Note: New Z-BREAKSS: Post-tensioned Rocking Connection Detail Free of Beam Growth. Engineering Journal, 48(2), 153–158. https://doi.org/10.62913/engj.v48i2.1005

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