Low‐Cost Friction‐Based Force‐Limiting Connection With Reduced Sensitivity to Machining Tolerances and Accelerated Repairability

ABSTRACT This paper presents a novel yet practical friction‐based structural component design for low‐damage earthquake‐resistant structures. The proposed connection design is based on a conventional slotted‐bolted configuration with the novelty being the use of loose steel washer plates to establish the friction‐sliding interface. This design concept offers two key advantages: (1) The connection generates relatively constant sliding forces without the need for small geometric tolerances in the machined parts, and (2) the use of loose steel washer plates to establish the friction interface allows quick inspection and replacement of friction shims if needed. Eliminating the need for small geometric tolerances reduces the manufacturing cost and time. Reducing the inspection and potential repair time enhances the practicality of the connection in real applications and supports the long‐term functionality of earthquake‐resistant buildings equipped with it. To verify this design concept, a numerical simulation was first conducted to assess the expected kinematics and force‐displacement response. A comprehensive experimental characterization program was conducted, which consisted of component‐level connection tests and shaking table tests of a full‐scale three‐story re‐centering steel braced frame with sliding slabs, in which the proposed friction‐based connection was designed as the force‐limiting connection between the steel frame and the sliding slab. It is observed that the proposed connection exhibited a stable force‐displacement response and relatively low bolt load loss without enforcing small geometric tolerances when machining the parts of the connection. The replacement of the friction shim was performed after the completion of the shaking table test while the friction‐based connection remained installed on the frame specimen, which hence demonstrated the repairability of this connection.

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Publication Details

Journal
Earthquake Engineering & Structural Dynamics
Published
2026-02-05
DOI
https://doi.org/10.1002/eqe.70121
Primary Topic
Seismic Performance and Analysis
Type
article
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article

Low‐Cost Friction‐Based Force‐Limiting Connection With Reduced Sensitivity to Machining Tolerances and Accelerated Repairability

Γεώργιος Τσάμπρας, Chung‐Che Chou, Kaixin Chen, Huang‐Zuo Lin et al.
Earthquake Engineering & Structural Dynamics
Seismic Performance and Analysis
article

Low‐Cost Friction‐Based Force‐Limiting Connection With Reduced Sensitivity to Machining Tolerances and Accelerated Repairability

Γεώργιος Τσάμπρας, Chung‐Che Chou, Kaixin Chen, Huang‐Zuo Lin, Chi‐Jeng Wu, Alvaro Córdova, Chia‐Ming Uang, Shih‐Ho Chao
article en

Abstract

ABSTRACT This paper presents a novel yet practical friction‐based structural component design for low‐damage earthquake‐resistant structures. The proposed connection design is based on a conventional slotted‐bolted configuration with the novelty being the use of loose steel washer plates to establish the friction‐sliding interface. This design concept offers two key advantages: (1) The connection generates relatively constant sliding forces without the need for small geometric tolerances in the machined parts, and (2) the use of loose steel washer plates to establish the friction interface allows quick inspection and replacement of friction shims if needed. Eliminating the need for small geometric tolerances reduces the manufacturing cost and time. Reducing the inspection and potential repair time enhances the practicality of the connection in real applications and supports the long‐term functionality of earthquake‐resistant buildings equipped with it. To verify this design concept, a numerical simulation was first conducted to assess the expected kinematics and force‐displacement response. A comprehensive experimental characterization program was conducted, which consisted of component‐level connection tests and shaking table tests of a full‐scale three‐story re‐centering steel braced frame with sliding slabs, in which the proposed friction‐based connection was designed as the force‐limiting connection between the steel frame and the sliding slab. It is observed that the proposed connection exhibited a stable force‐displacement response and relatively low bolt load loss without enforcing small geometric tolerances when machining the parts of the connection. The replacement of the friction shim was performed after the completion of the shaking table test while the friction‐based connection remained installed on the frame specimen, which hence demonstrated the repairability of this connection.

Earthquake Engineering & Structural Dynamics
National Taiwan University (TW), The University of Texas at Arlington (US), University of California San Diego (US), National Taipei University (TW)
Sustainable cities and communities
Openalex Percentile: Top 66%
Seismic Performance and Analysis
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