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Grant: Collaborative Research and Development Grants

University of Western Ontario

$102,500.00

Determination of load differences between straight winds and tornadoes in the windEEE dome

EF 2016-17

Résumé
Thunderstorm wind systems such as tornadoes and downbursts account for approx. 65% of the total wind damage to buildings and structures in continental North America. These wind systems have not been yet accounted in design practice.The WindEEE Dome at Western University is a novel wind testing facility that can, for the first time, produce and translate tornado-like vortices at scales of the order of 1/100 of real tornadoes (or approx. 5 meters in diameter).WindEEE is developing methods to reproduce tornadoes representatives of several Fujita Scales (between EF0 and EF4) by matching full scale data measured in real tornadoes by Mobile Doppler Radars. WindEEE is therefore developing a unique capacity to provide testing capabilities for buildings and structures to tornado winds. A multi-phase program is proposed in collaboration with FM Global in order to determine tornado loading on important public and industrial buildings. Several generic buildings geometries will be designed and tested in both conventional straight winds and in tornadic winds. The research will investigate the differences in wind loading between these two types of wind system as well as differences in the risk associated with these events. The outcomes will be directed towards code implementations, potential building retrofit and better design practices in Canada and North America.
Programme
Collaborative Research and Development Grants
Emplacement
Ontario, Canada
Type de bénéficiaire
Academia
Type
Grant
Source
NSERC's Awards Data

Tel que publié

Application id
469390-2014
Name nom
Hangan, Horia
Department département
Civil and Environmental Engineering
Organization id
36
Institution établissement
University of Western Ontario
Province en
Ontario
Province fr
Ontario
Country en
CANADA
Country fr
CANADA
Fiscal year exercice financier
2016
Competition year année de concours
2014
Award amount
102500
Program id
CRDPJ
Program name en
Collaborative Research and Development Grants
Program name fr
Subventions de recherche et développement coopérative
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
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
1000
Research subject group en
Civil engineering
Research subject group fr
Génie civil
Research subject en
Civil engineering
Research subject fr
Génie civil
Partie
3
Nb partie
3
Application title
Determination of load differences between straight winds and tornadoes in the windEEE dome
Keyword
NSERC
Application summary
Thunderstorm wind systems such as tornadoes and downbursts account for approx. 65% of the total wind damage to buildings and structures in continental North America. These wind systems have not been yet accounted in design practice.The WindEEE Dome at Western University is a novel wind testing facility that can, for the first time, produce and translate tornado-like vortices at scales of the order of 1/100 of real tornadoes (or approx. 5 meters in diameter).WindEEE is developing methods to reproduce tornadoes representatives of several Fujita Scales (between EF0 and EF4) by matching full scale data measured in real tornadoes by Mobile Doppler Radars. WindEEE is therefore developing a unique capacity to provide testing capabilities for buildings and structures to tornado winds. A multi-phase program is proposed in collaboration with FM Global in order to determine tornado loading on important public and industrial buildings. Several generic buildings geometries will be designed and tested in both conventional straight winds and in tornadic winds. The research will investigate the differences in wind loading between these two types of wind system as well as differences in the risk associated with these events. The outcomes will be directed towards code implementations, potential building retrofit and better design practices in Canada and North America.