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Grant: Collaborative Research and Development Grants

Concordia University

$100,000.00

Seismic performance of reinforced masonry structural walls with confined boundary elements

EF 2015-16

Résumé
The masonry construction industry represents a substantial portion of both existing and new residential, commercial and industrial low- to medium-rise structures across Canada. Reinforced Masonry (RM) structural walls constructed with concrete block units are an effective seismic force resisting system that provides lateral strength, stiffness and energy dissipation capacity required to resist lateral loads arising from earthquakes or wind. In the past decade, there has been considerable advancement in the design of RM shear walls for new constructions. This is reflected in the most recent CSA S304-14 ""Design of Masonry Structures"" design standard where ductile RM shear walls are introduced with confined boundary elements. However, limited experimental and analytical data are available for this newly proposed system. The main objective of the proposed research work is to quantify the seismic performance of RM shear walls with different configurations of confined boundary elements. The specific objectives are focused on the following research areas: (1) to quantify experimentally the enhancement of ductility capacity and seismic performance parameters of scaled models of RM walls with boundary elements with different detailing configurations and confinement levels; (2) to develop experimentally validated analytical models to be used in the framework of performance based design and assessment of RM walls; and (3) to propose code oriented provisions for the design of RM walls with boundary elements for the next cycle of the CSA S304 design standard. Besides the enhanced seismic hazard safety in Canada, the proposed research will generate new and complementary experimental and analytical fundamental knowledge, practical advancements, code design provisions and prescriptive detailing requirements, as well as training of HQP, which will have significant impact for the end users and stakeholders of the masonry manufacturing, design and construction industries in North America.
Programme
Collaborative Research and Development Grants
Bénéficiaire
Emplacement
Quebec, Canada
Type de bénéficiaire
Academia
Type
Grant
Source
NSERC's Awards Data

Tel que publié

Application id
485426-2015
Name nom
Galal, Khaled
Department département
Building, Civil and Environmental Engineering
Organization id
70
Institution établissement
Concordia University
Province en
Québec
Province fr
Québec
Country en
CANADA
Country fr
CANADA
Fiscal year exercice financier
2015
Competition year année de concours
2015
Award amount
100000
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
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
Partie
1
Nb partie
4
Application title
Seismic performance of reinforced masonry structural walls with confined boundary elements
Keyword
NSERC
Application summary
The masonry construction industry represents a substantial portion of both existing and new residential, commercial and industrial low- to medium-rise structures across Canada. Reinforced Masonry (RM) structural walls constructed with concrete block units are an effective seismic force resisting system that provides lateral strength, stiffness and energy dissipation capacity required to resist lateral loads arising from earthquakes or wind. In the past decade, there has been considerable advancement in the design of RM shear walls for new constructions. This is reflected in the most recent CSA S304-14 ""Design of Masonry Structures"" design standard where ductile RM shear walls are introduced with confined boundary elements. However, limited experimental and analytical data are available for this newly proposed system. The main objective of the proposed research work is to quantify the seismic performance of RM shear walls with different configurations of confined boundary elements. The specific objectives are focused on the following research areas: (1) to quantify experimentally the enhancement of ductility capacity and seismic performance parameters of scaled models of RM walls with boundary elements with different detailing configurations and confinement levels; (2) to develop experimentally validated analytical models to be used in the framework of performance based design and assessment of RM walls; and (3) to propose code oriented provisions for the design of RM walls with boundary elements for the next cycle of the CSA S304 design standard. Besides the enhanced seismic hazard safety in Canada, the proposed research will generate new and complementary experimental and analytical fundamental knowledge, practical advancements, code design provisions and prescriptive detailing requirements, as well as training of HQP, which will have significant impact for the end users and stakeholders of the masonry manufacturing, design and construction industries in North America.