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Grant: Collaborative Research and Development Grants

University of Western Ontario

$71,000.00

Design wind loads for houses in tornadoes

EF 2018-19

Résumé
Economic and insured losses due to severe storms continue to grow, both in Canada and around the world. Canada is vulnerable to severe wind storms, with significant examples being the Barrie tornado in 1985 (12 lives, $300M), the Edmonton tornado in 1987 (27 lives, $670M), and Hurricane Juan in 2003 (8 lives). Wood-frame houses, our most common type of structure, are vulnerable because of the fact that most houses are not engineered and have limited wind-resistant features. The primary safety issue pertains to keeping the whole house on the foundation, and the roof connected to the walls. When this is achieved, loss of life and economic losses are minimized.* Wind effects on houses in large-scale storms, such as hurricanes, are now reasonably known because of many years of wind tunnel studies and, more recently, structural testing of full-scale structures along with building components and materials. It is well established that enhanced building codes can reduce losses in these storms. In contrast, wind loads on houses in tornadoes are largely unknown. Notwithstanding the fact that design to mitigate losses in tornadoes is only just beginning to be discussed due to the ever increasing losses, the fact that there are few facilities which can create tornado-like vortices of large enough size that buildings can be tested has also been a barrier. This has changed recently, with the development of the WindEEE Dome. The objective of this proposal is to use this facility as a basis to determine design wind loads for wood-frame houses in tornadoes. In particular, the effects of the (i) shape of the house, the (ii) surrounding terrain and (iii) neighbourhood patterns, along with the (iv) static-pressure drop and internal pressures, on wind loads will be examined in the presence tornado-like vortices. Design wind loads will be based on using a series of factors for each of these parameters, relative to those currently used in building codes. This approach will simplify design for practicing engineers and allow codes to be modified as other factors become more well understood. At least five students will be trained during the course of this investigation.*
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
493382-2015
Name nom
Kopp, Gregory
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
2018
Competition year année de concours
2015
Award amount
71000
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
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
1101
Research subject group en
Structural engineering
Research subject group fr
Génie des structures
Research subject en
Structural loads and safety
Research subject fr
Charges structurales et sécurité
Partie
3
Nb partie
3
Application title
Design wind loads for houses in tornadoes
Keyword
NSERC
Application summary
Economic and insured losses due to severe storms continue to grow, both in Canada and around the world. Canada is vulnerable to severe wind storms, with significant examples being the Barrie tornado in 1985 (12 lives, $300M), the Edmonton tornado in 1987 (27 lives, $670M), and Hurricane Juan in 2003 (8 lives). Wood-frame houses, our most common type of structure, are vulnerable because of the fact that most houses are not engineered and have limited wind-resistant features. The primary safety issue pertains to keeping the whole house on the foundation, and the roof connected to the walls. When this is achieved, loss of life and economic losses are minimized.* Wind effects on houses in large-scale storms, such as hurricanes, are now reasonably known because of many years of wind tunnel studies and, more recently, structural testing of full-scale structures along with building components and materials. It is well established that enhanced building codes can reduce losses in these storms. In contrast, wind loads on houses in tornadoes are largely unknown. Notwithstanding the fact that design to mitigate losses in tornadoes is only just beginning to be discussed due to the ever increasing losses, the fact that there are few facilities which can create tornado-like vortices of large enough size that buildings can be tested has also been a barrier. This has changed recently, with the development of the WindEEE Dome. The objective of this proposal is to use this facility as a basis to determine design wind loads for wood-frame houses in tornadoes. In particular, the effects of the (i) shape of the house, the (ii) surrounding terrain and (iii) neighbourhood patterns, along with the (iv) static-pressure drop and internal pressures, on wind loads will be examined in the presence tornado-like vortices. Design wind loads will be based on using a series of factors for each of these parameters, relative to those currently used in building codes. This approach will simplify design for practicing engineers and allow codes to be modified as other factors become more well understood. At least five students will be trained during the course of this investigation.*