A New Buckling-Restrained Brace with a Variable Cross-Section Core

In this paper, a new type of buckling-restrained brace characterized by a variable cross-section core (BRB-VCC) is proposed and investigated. The practical design equations of the BRB-VCC are derived based on mechanical and mathematical theories. Six specimens are designed and tested to clarify the...

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Main Authors: Liang Li, Tianhua Zhou, Junwu Chen, Jianfeng Chen
Format: Article
Language:English
Published: Wiley 2019-01-01
Series:Advances in Civil Engineering
Online Access:http://dx.doi.org/10.1155/2019/4620430
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author Liang Li
Tianhua Zhou
Junwu Chen
Jianfeng Chen
author_facet Liang Li
Tianhua Zhou
Junwu Chen
Jianfeng Chen
author_sort Liang Li
collection DOAJ
description In this paper, a new type of buckling-restrained brace characterized by a variable cross-section core (BRB-VCC) is proposed and investigated. The practical design equations of the BRB-VCC are derived based on mechanical and mathematical theories. Six specimens are designed and tested to clarify the mechanical behaviours of the BRB-VCC and to validate the reliability of the proposed equations. The test results show that (1) none of the specimens buckle under compression, as expected, and their ductilities and energy dissipation capacities are satisfactory; (2) the derived formulas are reliable and can be conveniently used in engineering practice; and (3) the yielding displacement of the BRB-VCC is approximately 70% that of the traditional TJ-1 buckling-restrained brace (BRB-TJ-1), which may yield earlier than the BRB-TJ-1 in concrete structures under the action of an earthquake.
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issn 1687-8086
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language English
publishDate 2019-01-01
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spelling doaj-art-2a9b02a11dca485cb8d3ba8ab29027082025-02-03T01:20:28ZengWileyAdvances in Civil Engineering1687-80861687-80942019-01-01201910.1155/2019/46204304620430A New Buckling-Restrained Brace with a Variable Cross-Section CoreLiang Li0Tianhua Zhou1Junwu Chen2Jianfeng Chen3College of Civil Engineering, Chang’an University, Xi’an 710055, ChinaCollege of Civil Engineering, Chang’an University, Xi’an 710055, ChinaCollege of Civil Engineering, Chang’an University, Xi’an 710055, ChinaCollege of Civil Engineering, Chang’an University, Xi’an 710055, ChinaIn this paper, a new type of buckling-restrained brace characterized by a variable cross-section core (BRB-VCC) is proposed and investigated. The practical design equations of the BRB-VCC are derived based on mechanical and mathematical theories. Six specimens are designed and tested to clarify the mechanical behaviours of the BRB-VCC and to validate the reliability of the proposed equations. The test results show that (1) none of the specimens buckle under compression, as expected, and their ductilities and energy dissipation capacities are satisfactory; (2) the derived formulas are reliable and can be conveniently used in engineering practice; and (3) the yielding displacement of the BRB-VCC is approximately 70% that of the traditional TJ-1 buckling-restrained brace (BRB-TJ-1), which may yield earlier than the BRB-TJ-1 in concrete structures under the action of an earthquake.http://dx.doi.org/10.1155/2019/4620430
spellingShingle Liang Li
Tianhua Zhou
Junwu Chen
Jianfeng Chen
A New Buckling-Restrained Brace with a Variable Cross-Section Core
Advances in Civil Engineering
title A New Buckling-Restrained Brace with a Variable Cross-Section Core
title_full A New Buckling-Restrained Brace with a Variable Cross-Section Core
title_fullStr A New Buckling-Restrained Brace with a Variable Cross-Section Core
title_full_unstemmed A New Buckling-Restrained Brace with a Variable Cross-Section Core
title_short A New Buckling-Restrained Brace with a Variable Cross-Section Core
title_sort new buckling restrained brace with a variable cross section core
url http://dx.doi.org/10.1155/2019/4620430
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