Estimating deformation demands on steel EBF systems

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Title

Estimating deformation demands on steel EBF systems

Content partner

University of Canterbury Library

Collection

UC Research Repository

Description

The deformation capacity of a steel eccentrically braced frame (EBF) structure is typically governed by the chord rotation capacity of the EBF links. Codes allow these chord rotation demands to be estimated a variety of ways, from simplified hand calculations through to advanced non-linear analyses. Recent studies have suggested that the elastic analysis approach recommended by the New Zealand steel industry may be non-conservative. Consequently, this paper compares the deformations predicted...

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Format

Research paper

Research format

Conference paper

Date created

2020

Creator

Yu F / Huang R / SULLIVAN, TIMOTHY

URL

https://hdl.handle.net/10092/102274

Related subjects

Engineering / Civil engineering / Earthquake engineering / Construction engineering

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