Canada Spends Logo

Explorez notre analyse du budget 2026

Grant: Alliance Grants

University of Northern British Columbia

$30,000.00

High-performance cross-laminated timber shear walls

EF 2021-22

Résumé
There is an acute need for research to develop novel and value-added applications for wood to maximize the benefits from sustainably harvesting Canada's abundant forests and to reduce the carbon footprint of buildings by expanding the use of the sustainable material wood. Cross-laminated timber (CLT), provides many benefits when compared to either light-frame wood or concrete construction, such as a high-level of prefabrication and fast erection. As such, CLT constitutes a promising solution for numerous structural applications, including as shear walls for large and tall residential and commercial buildings, yet the current lack of specific design guidance for CLT shear walls leads to uneconomical and inefficient structural solutions. More detailed procedures to estimate the resistance of CLT shear walls are required, specifically, guidance with respect to the net section resistance of CLT panels at hold-downs and the required number of fasteners. Using experimental and analytical methods, this Alliance project will investigate the viability of self-tapping screws (STS) as high-performance connections for CLT shear walls. The project will facilitate the development of reliable design guidance for STS connections in CLT shear wall systems that constitute a promising solution for many applications, including tall structures where the design is governed by seismic loading.
Programme
Alliance Grants
Emplacement
British Columbia, Canada
Type de bénéficiaire
Academia
Type
Grant
Source
NSERC's Awards Data

Tel que publié

Application id
565302-2021
Name nom
Tannert, Thomas
Department département
Science and Engineering, Faculty of (FSE)
Organization id
3
Institution établissement
University of Northern British Columbia
Province en
British Columbia
Province fr
Colombie-Britannique
Country en
CANADA
Country fr
CANADA
Fiscal year exercice financier
2021
Competition year année de concours
2021
Award amount
30000
Program id
ALLRP
Program name en
Alliance Grants
Program name fr
Subventions Alliance
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
Installment
inst:1
Partie
1
Nb partie
1
Application title
High-performance cross-laminated timber shear walls
Keyword
NSERC
Application summary
There is an acute need for research to develop novel and value-added applications for wood to maximize the benefits from sustainably harvesting Canada's abundant forests and to reduce the carbon footprint of buildings by expanding the use of the sustainable material wood. Cross-laminated timber (CLT), provides many benefits when compared to either light-frame wood or concrete construction, such as a high-level of prefabrication and fast erection. As such, CLT constitutes a promising solution for numerous structural applications, including as shear walls for large and tall residential and commercial buildings, yet the current lack of specific design guidance for CLT shear walls leads to uneconomical and inefficient structural solutions. More detailed procedures to estimate the resistance of CLT shear walls are required, specifically, guidance with respect to the net section resistance of CLT panels at hold-downs and the required number of fasteners. Using experimental and analytical methods, this Alliance project will investigate the viability of self-tapping screws (STS) as high-performance connections for CLT shear walls. The project will facilitate the development of reliable design guidance for STS connections in CLT shear wall systems that constitute a promising solution for many applications, including tall structures where the design is governed by seismic loading.