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Grant: Discovery Grants Program - Individual

Université d'Ottawa

$104,000.00

Seismic and Blast Retrofit of Reinforced Concrete and Masonry Buildings

FY 2023-24

Summary
The performance of physical infrastructure during recent earthquakes clearly indicate that a large segment of existing building inventory is vulnerable to seismic excitations. Buildings designed prior to the enactment of modern seismic design guidelines that were developed in 1970's and 1980's, as well as those built more recently without the appropriate seismic design and detailing practices pose particularly high seismic risk. In the majority of cases, it is economically not feasible and practical to replace these deficient buildings with new and improved structures and building components. Therefore, seismic retrofitting (rehabilitation and strengthening) remains to be an effective and viable seismic risk mitigation strategy for civil engineering infrastructure. In addition to the seismic risk, critical infrastructure is vulnerable against another type of dynamic extreme load event in the form of accidental or maliciously intended deliberate explosion. Blast-resistant design of civilian infrastructure is not common in Canada. The National Building Code of Canada does not explicitly require blast-resistant design of buildings. Therefore, high-risk buildings, including the Canadian assets abroad (i.e., Embassy buildings) are vulnerable to blast threats, especially if the charge weight (bomb size) is high (as in the case of car and truck bombs) and the proximity of explosions to buildings (standoff distance) is close. While, strong earthquakes and bomb blasts are fundamentally different in the way they affect buildings, they both generate dynamic response of building components, potentially taking building materials beyond their elastic limits, benefitting from ductility and energy dissipation capacity of materials and components. There are commonalities between these two extreme load events, from which a common research program can benefit in developing infrastrcuture risk mitigation strategies. The objective of the proposed research program is to develop new and innovative seismic and blast retrofit methodologies for structurally deficient concrete and masonry buildings, as well as non-structural building components that form threat to the life safety of the occupants.
Program
Discovery Grants Program - Individual
Location
Ontario, Canada
Recipient Type
Academia
Type
Grant
Source
NSERC's Awards Data

As published

Application id
RGPIN-2019-04080
Name nom
Saatcioglu, Murat
Department département
Civil Engineering - Génie civil
Organization id
28
Institution établissement
Université d'Ottawa
Province en
Ontario
Province fr
Ontario
Country en
CANADA
Country fr
CANADA
Fiscal year exercice financier
2023
Competition year année de concours
2019
Award amount
104000
Program id
RGPIN
Program name en
Discovery Grants Program - Individual
Program name fr
Programme de subventions à la découverte - individuelles
Group en
DISCOVERY RESEARCH
Group fr
RECHERCHE AXÉE SUR LA DÉCOUVERTE
Committee code
1509
Committee name en
Civil, Industrial and Systems Engineering
Committee name fr
Génie civil, industriel et des systèmes
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
1103
Research subject group en
Structural engineering
Research subject group fr
Concrete structures
Research subject en
Génie des structures
Research subject fr
Structures en béton
Application title
Seismic and Blast Retrofit of Reinforced Concrete and Masonry Buildings
Keyword
Blast engineering; Blast retrofit; Building design; Dynamic analysis; Earthquake engineering; Hazard mitigation; Masonry; Reinforced concrete; Seismic retrofit; Structural design
Application summary
The performance of physical infrastructure during recent earthquakes clearly indicate that a large segment of existing building inventory is vulnerable to seismic excitations. Buildings designed prior to the enactment of modern seismic design guidelines that were developed in 1970's and 1980's, as well as those built more recently without the appropriate seismic design and detailing practices pose particularly high seismic risk. In the majority of cases, it is economically not feasible and practical to replace these deficient buildings with new and improved structures and building components. Therefore, seismic retrofitting (rehabilitation and strengthening) remains to be an effective and viable seismic risk mitigation strategy for civil engineering infrastructure. In addition to the seismic risk, critical infrastructure is vulnerable against another type of dynamic extreme load event in the form of accidental or maliciously intended deliberate explosion. Blast-resistant design of civilian infrastructure is not common in Canada. The National Building Code of Canada does not explicitly require blast-resistant design of buildings. Therefore, high-risk buildings, including the Canadian assets abroad (i.e., Embassy buildings) are vulnerable to blast threats, especially if the charge weight (bomb size) is high (as in the case of car and truck bombs) and the proximity of explosions to buildings (standoff distance) is close. While, strong earthquakes and bomb blasts are fundamentally different in the way they affect buildings, they both generate dynamic response of building components, potentially taking building materials beyond their elastic limits, benefitting from ductility and energy dissipation capacity of materials and components. There are commonalities between these two extreme load events, from which a common research program can benefit in developing infrastrcuture risk mitigation strategies. The objective of the proposed research program is to develop new and innovative seismic and blast retrofit methodologies for structurally deficient concrete and masonry buildings, as well as non-structural building components that form threat to the life safety of the occupants.