Grant: Engage Grants Program
University of Northern British Columbia
$25,000.00
Displacement-based design of cross-laminated timber structures
EF 2017-18
Résumé
Although the benefits of using timber in mid- and high-rise construction are undisputed, there are perceivedshortcomings with respect to the corresponding lack of appropriate design guidance. Overcoming theseperceived shortcomings will allow timber, and its wood product derivatives, to further expand into thenon-residential construction sector. Cross-laminated Timber (CLT), an emerging mass-timber product, offers aseries of advantages in terms of load-carrying capacity, building physics performance and level ofprefabrication compared to light-frame wood construction. As such CLT constitutes a promising solution fornumerous structural applications, including for large and tall residential and commercial buildings.Of specific concern from an engineering perspective is the absence of reliable models for predictingfundamental dynamic characteristics and deformation of CLT buildings under seismic and wind loads. Withrespect to the seismic problem, in accordance with the current performance-based design philosophy, newstructures need to satisfy both safety and damage limit state requirements. The direct displacement-baseddesign (DDBD) approach represents the rational design choice to ensure multiple performance objectives aremet.The company-specific problem that will be addressed is the provision of DDBD design guidance formulti-storey CLT structures, establishing a direct link between the single structural member and theconstruction system as a whole and directly assessing their level of deformation. After the project conclusion,the company will have a better understanding how to apply DDBD to projects where architects and developersare interested in applying CLT systems.
Programme
Engage Grants Program
Bénéficiaire
Emplacement
British Columbia, Canada
Type de bénéficiaire
Academia
Type
Grant
Source
NSERC's Awards Data
Tel que publié
Application id
515521-2017
Name nom
Tannert, Thomas
Department département
Science and Management, College of
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
2017
Competition year année de concours
2017
Award amount
25000
Program id
EGP
Program name en
Engage Grants Program
Program name fr
Programme de subventions d'engagement partenariat
Group en
Research partnerships programs
Group fr
Programmes de partenariat
Committee code
1554
Committee name en
Pacific Internal Decision Committee
Committee name fr
Comité de décision interne pour le Pacifique
Area of application code
1206
Area of application group en
Advancement of knowledge
Area of application group fr
Avancement des connaissances
Area of application en
Engineering
Area of application fr
Génie
Research subject code
1104
Research subject group en
Structural engineering
Research subject group fr
Génie des structures
Research subject en
Structural analysis
Research subject fr
Analyse des structures
Partie
1
Nb partie
1
Application title
Displacement-based design of cross-laminated timber structures
Keyword
NSERC
Application summary
Although the benefits of using timber in mid- and high-rise construction are undisputed, there are perceivedshortcomings with respect to the corresponding lack of appropriate design guidance. Overcoming theseperceived shortcomings will allow timber, and its wood product derivatives, to further expand into thenon-residential construction sector. Cross-laminated Timber (CLT), an emerging mass-timber product, offers aseries of advantages in terms of load-carrying capacity, building physics performance and level ofprefabrication compared to light-frame wood construction. As such CLT constitutes a promising solution fornumerous structural applications, including for large and tall residential and commercial buildings.Of specific concern from an engineering perspective is the absence of reliable models for predictingfundamental dynamic characteristics and deformation of CLT buildings under seismic and wind loads. Withrespect to the seismic problem, in accordance with the current performance-based design philosophy, newstructures need to satisfy both safety and damage limit state requirements. The direct displacement-baseddesign (DDBD) approach represents the rational design choice to ensure multiple performance objectives aremet.The company-specific problem that will be addressed is the provision of DDBD design guidance formulti-storey CLT structures, establishing a direct link between the single structural member and theconstruction system as a whole and directly assessing their level of deformation. After the project conclusion,the company will have a better understanding how to apply DDBD to projects where architects and developersare interested in applying CLT systems.