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Grant: Idea to Innovation

University of British Columbia

$125,000.00

Novel piston-based self-centering bracing system: a phase I application

EF 2018-19

Résumé
Research at UBC has resulted in the development of a self-centering bracing system known as the ""Piston Based Self-Centering Brace (PBSC)"" for seismic resistance of buildings. A bracing is a structural element installed diagonally in a structural bay of a building for resisting lateral loads. Traditional bracings built with structural steel sections essentially carry axial loads. Under axial tension, braces perform well. However, under compression, braces tend to buckle and lose their load carrying capacity. Researchers have proposed buckling restrained bracing, yielding bracing etc to overcome this buckling problem. However, they have other disadvantages including: a) heavy weight, b) fabrication difficulty, and c) potential to permanent damages after a large earthquake. Here, an innovative bracing system is proposed to overcome these shortcomings. The new bracing system will be light-weight, easy-to-fabricate, and will remain operational with no permanent damage even during a large earthquake. The proposed system intends to utilize superelastic shape memory alloy (SMA) bars installed inside a cylinder piston assembly, and has been patented in the US, Canada, and Japan. The bracing will be effective under both tension and compression. However, the SMA bars will be always under tension. Hence, the bracing will avoid buckling even under large compression and produce stable symmetric hysteresis loops. A properly designed braced frame structure could be operational even after a large seismic event due to its self-centering capability, increasing safety and survivability. It will also provide large savings in reduced repair work necessary in a post-disaster scenario, and potential for remediation in place rather than demolition. The significance of this research is paramount as this novel technology will help Canada improve the level of safety of infrastructure during earthquakes. This technology, combined with ancillary product engineering services for clients, is the basis for a new company, DuraBrace, which will lead the development and implementation of these products in key seismic markets in Canada and abroad, contributing towards more sustained economic growth in this sector and increased benefits to Canada.
Programme
Idea to Innovation
Emplacement
British Columbia, Canada
Type de bénéficiaire
Academia
Type
Grant
Source
NSERC's Awards Data

Tel que publié

Application id
530365-2018
Name nom
Alam, Shahria
Department département
Okanagan - Engineering, School of
Organization id
2
Institution établissement
University of British Columbia
Province en
British Columbia
Province fr
Colombie-Britannique
Country en
CANADA
Country fr
CANADA
Fiscal year exercice financier
2018
Competition year année de concours
2018
Award amount
125000
Program id
I2IPJ
Program name en
Idea to Innovation
Program name fr
De l'idée à l'innovation
Group en
Research partnerships programs
Group fr
Programmes de partenariat
Committee code
96
Committee name en
RPP Internal Decision Cttee
Committee name fr
Cté de décision interne - PPR
Area of application code
601
Area of application group en
Construction, urban and rural planning
Area of application group fr
Construction, urbanisme et aménagement rural
Area of application en
Structural engineering
Area of application fr
Génie des charpentes
Research subject code
1100
Research subject group en
Structural engineering
Research subject group fr
Génie des structures
Research subject en
Structural engineering
Research subject fr
Génie des structures
Partie
1
Nb partie
1
Application title
Novel piston-based self-centering bracing system: a phase I application
Keyword
NSERC
Application summary
Research at UBC has resulted in the development of a self-centering bracing system known as the ""Piston Based Self-Centering Brace (PBSC)"" for seismic resistance of buildings. A bracing is a structural element installed diagonally in a structural bay of a building for resisting lateral loads. Traditional bracings built with structural steel sections essentially carry axial loads. Under axial tension, braces perform well. However, under compression, braces tend to buckle and lose their load carrying capacity. Researchers have proposed buckling restrained bracing, yielding bracing etc to overcome this buckling problem. However, they have other disadvantages including: a) heavy weight, b) fabrication difficulty, and c) potential to permanent damages after a large earthquake. Here, an innovative bracing system is proposed to overcome these shortcomings. The new bracing system will be light-weight, easy-to-fabricate, and will remain operational with no permanent damage even during a large earthquake. The proposed system intends to utilize superelastic shape memory alloy (SMA) bars installed inside a cylinder piston assembly, and has been patented in the US, Canada, and Japan. The bracing will be effective under both tension and compression. However, the SMA bars will be always under tension. Hence, the bracing will avoid buckling even under large compression and produce stable symmetric hysteresis loops. A properly designed braced frame structure could be operational even after a large seismic event due to its self-centering capability, increasing safety and survivability. It will also provide large savings in reduced repair work necessary in a post-disaster scenario, and potential for remediation in place rather than demolition. The significance of this research is paramount as this novel technology will help Canada improve the level of safety of infrastructure during earthquakes. This technology, combined with ancillary product engineering services for clients, is the basis for a new company, DuraBrace, which will lead the development and implementation of these products in key seismic markets in Canada and abroad, contributing towards more sustained economic growth in this sector and increased benefits to Canada.