Abstract

Three desirable features of a seismic-resisting system’s hysteresis are ductile behavior, consistent dissipation during loading cycles, and negligible residual displacements after earthquakes. A self-centering, pinching-free connector (PFC) was developed to attempt to meet these demands. The tension-only PFC uses a linear ratchet made from unified/metric screw threads to absorb the slack generated when a dissipator deforms/elongates monotonically. Nondestructive ratcheting tests were conducted to support the equations derived to predict the ratcheting behavior. Although the PFC can recenter unimpeded during tension (half) cycles, the ratcheting persisted on the compressive stroke during full tension-compression cycles and subsequently hindered its ability to recenter. Therefore, additional hook and ratchet stoppers were incorporated into the PFC to control the ratcheting and allow recentering from any position. This was verified in a preliminary test of a diagonally braced frame that demonstrated self-centering when unloaded. An incremental numerical procedure was able to predict the cyclic response of the frame satisfactorily from just the backbone curve of the PFC, which is mostly a reflection of the dissipator’s backbone. This paper highlights an alternate means to self-centering dissipative systems through a linear ratchet that precludes the need for buckling restraints or substantial prestressing/poststressing. One implication is that very slender braces could be used in moderate-to-high seismicity regions because the pinching is no longer an issue and the dissipative potential is restored for monotonic dissipators.

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Data Availability Statement

Some or all data, models, or code that support the findings of this study are available from the corresponding author upon reasonable request.

Acknowledgments

This work was financially supported by the University of Auckland via a doctoral scholarship.

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Go to Journal of Structural Engineering
Journal of Structural Engineering
Volume 149Issue 7July 2023

History

Received: Nov 1, 2022
Accepted: Feb 23, 2023
Published online: Apr 26, 2023
Published in print: Jul 1, 2023
Discussion open until: Sep 26, 2023

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Nicholas Chan [email protected]
Ph.D. Candidate, Dept. of Civil and Environmental Engineering, Univ. of Auckland, Private Bag 92019, Auckland 1142, New Zealand (corresponding author). Email: [email protected]
Ashkan Hashemi [email protected]
Lecturer, Dept. of Civil and Environmental Engineering, Univ. of Auckland, Private Bag 92019, Auckland 1142, New Zealand. Email: [email protected]
Pouyan Zarnani [email protected]
Senior Lecturer in Structural Engineering, Dept. of Built Environment Engineering, School of Engineering, Computer, and Mathematical Sciences, Auckland Univ. of Technology, Private Bag 92006, Auckland 1142, New Zealand. Email: [email protected]
Professor of Timber Design, Dept. of Civil and Environmental Engineering, Univ. of Auckland, Private Bag 92019, Auckland 1142, New Zealand. ORCID: https://orcid.org/0000-0002-7470-9990. Email: [email protected]

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  • Experimental Testing of a Rocking Cross-Laminated Timber Wall with Pinching-Free Connectors, Journal of Structural Engineering, 10.1061/JSENDH.STENG-12389, 149, 10, (2023).

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