Braced Frame Symmetrical and Asymmetrical Friction Connection Performance-Reference-Cited by-同舟云学术

Braced Frame Symmetrical and Asymmetrical Friction Connection Performance

Published:2018-02 Issue: Volume:763 Page:216-223
ISSN:1662-9795
Container-title:Key Engineering Materials
language:
Short-container-title:KEM

Author:

Xie Robin¹,Chanchi Golondrino Jose²,MacRae Gregory A.¹,Clifton George Charles³

Affiliation:

1. University of Canterbury

2. National University of Colombia

3. University of Auckland

Abstract

This paper describes quasi-static testing of Asymmetrical Friction Connection (AFC) and Symmetrical Friction Connections (SFC) in steel braces. It is shown that stable energy dissipation mechanisms have been achieved in braces using Bisalloy 500 shims on the sliding surface. When incorporated into a moment frame, the braces and the moment resisting frames underwent large displacements without significant frame yielding. The effective coefficient of friction is shown to be dependent on prying.

Publisher

Trans Tech Publications, Ltd.

Subject

Mechanical Engineering,Mechanics of Materials,General Materials Science

Link

https://www.scientific.net/KEM.763.216.pdf

Reference14 articles.

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3. A. Filiatrault, S. Cherry, Performance Evaluation of Friction Damped Braced Steel Frames Under Simulated Earthquake Loads, Earthquake Spectra, 3 (1) (1987) 57-76.

4. T. F. FizGerald, T. Anagnos, M. Goodson, T. Zsutty, Slotted Bolted Connections in Seismic Design for Concentrically Braced Connections, Earthquake Spectra, 5 (2) (1989) 383-391.

5. R. Tremblay, Seismic Behaviour and Design of Friction Concentrically Braced Frames for Steel Buildings, Unpublished PhD Thesis, Department of Civil and Environmental Engineering. University of British Columbia, (1993).

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