Please use this identifier to cite or link to this item: http://hdl.handle.net/10397/55889
Title: Mid-length lateral deflection of cyclically-loaded braces
Authors: Sheehan, T
Chan, TM 
Lam, D
Keywords: Cyclic loading
Concentrically-braced frames
Tubular structures
Concrete-filled tubes
Earthquake-resisting buildings
Issue Date: 2015
Publisher: Techno Press
Source: Steel and composite structures, 2015, v. 18, no. 6, p. 1569-1582 How to cite?
Journal: Steel and composite structures 
Abstract: This study explores the lateral deflections of diagonal braces in concentrically-braced earthquake-resisting frames. The performance of this widely-used system is often compromised by the flexural buckling of slender braces in compression. In addition to reducing the compressive resistance, buckling may also cause these members to undergo sizeable lateral deflections which could damage surrounding structural components. Different approaches have been used in the past to predict the mid-length lateral deflections of cyclically loaded steel braces based on their theoretical deformed geometry or by using experimental data. Expressions have been proposed relating the mid-length lateral deflection to the axial displacement ductility of the member. Recent experiments were conducted on hollow and concrete-filled circular hollow section (CHS) braces of different lengths under cyclic loading. Very slender, concrete-filled tubular braces exhibited a highly ductile response, undergoing large axial displacements prior to failure. The presence of concrete infill did not influence the magnitude of lateral deflection in relation to the axial displacement, but did increase the number of cycles endured and the maximum axial displacement achieved. The corresponding lateral deflections exceeded the deflections observed in the majority of the previous experiments that were considered. Consequently, predictive expressions from previous research did not accurately predict the mid-height lateral deflections of these CHS members. Mid-length lateral deflections were found to be influenced by the member non-dimensional slenderness () and hence a new expression was proposed for the lateral deflection in terms of member slenderness and axial displacement ductility.
URI: http://hdl.handle.net/10397/55889
ISSN: 1229-9367
EISSN: 1598-6233
DOI: 10.12989/scs.2015.18.6.1569
Appears in Collections:Journal/Magazine Article

Access
View full-text via PolyU eLinks SFX Query
Show full item record

Page view(s)

36
Last Week
4
Last month
Checked on Oct 22, 2017

Google ScholarTM

Check

Altmetric



Items in DSpace are protected by copyright, with all rights reserved, unless otherwise indicated.