Reference number : GC-2017-Q1-02486, amendment number : , agreement type : G, recipient legal name : Tirca, Lucia (Concordia University)|Tirca, Lucia (Université Concordia), recipient country : CA, recipient province : nan, recipient city : Quebec|Québec, recipient postal code : nan, program name english : Discovery Grants Program - Individual, program name french : Programme de subventions à la découverte - individuelles, program purpose english : The post-earthquake structural resilience started to be of particular interest to governments and private businesses owners
after the 2010 Chile earthquake (M 8.8), the 2011 Tohoku earthquake in Japan (M9), and the 2011 Christchurch aftershock
earthquake in New Zealand (M6.3). Researchers concluded that a resilient structural system should be able to: reduce
probabilities of structure failure, reduce consequences from failures, and reduce recovery time. To achieve this goal, new
developments in the field of damage-resistant technologies are required. Furthermore, the next generation of damage-resistant
buildings should be able to self-center and to be reparable at an affordable cost.
 
Despite of energy dissipation capacity, commonly, all concentrically braced frame (CBF) building structures including
those with installed passive energy dissipation devices have shown high residual interstorey drift when subjected to large
magnitude earthquakes. Thus, the main objective of this proposal is to develop self-centering devices for CBF buildings, to
characterize the new building system, as well as to quantify their seismic performance factors. More specifically, in this
application, two innovative self-centering systems comprising friction ring springs cartridges and dual-core compressed
elastomer devices are proposed. Both devices are able to act in dual direction, to self-center the system and to provide flag
shape hysteresis response. These proposed self-centering systems will be employed to self-center the CBFs with installed
dissipative pin connections and CBFs equipped with friction damper devices. In addition, an innovative cost-efficient
self-centering energy dissipating brace member is envisioned and designed to replace braces of traditional CBF building
systems. Design guidelines, quantification of buildings seismic performance factors, as well as, a framework for life-cycle based design will be provided. For the life-cycle based design method it is intended to consider safety-related performance goals in
terms of the risk of life loss and financial losses including repair and downtime rather than collapse. The resulted performance
curves will be a valuable tool for decision-makers., program purpose french : The post-earthquake structural resilience started to be of particular interest to governments and private businesses owners
after the 2010 Chile earthquake (M 8.8), the 2011 Tohoku earthquake in Japan (M9), and the 2011 Christchurch aftershock
earthquake in New Zealand (M6.3). Researchers concluded that a resilient structural system should be able to: reduce
probabilities of structure failure, reduce consequences from failures, and reduce recovery time. To achieve this goal, new
developments in the field of damage-resistant technologies are required. Furthermore, the next generation of damage-resistant
buildings should be able to self-center and to be reparable at an affordable cost.
 
Despite of energy dissipation capacity, commonly, all concentrically braced frame (CBF) building structures including
those with installed passive energy dissipation devices have shown high residual interstorey drift when subjected to large
magnitude earthquakes. Thus, the main objective of this proposal is to develop self-centering devices for CBF buildings, to
characterize the new building system, as well as to quantify their seismic performance factors. More specifically, in this
application, two innovative self-centering systems comprising friction ring springs cartridges and dual-core compressed
elastomer devices are proposed. Both devices are able to act in dual direction, to self-center the system and to provide flag
shape hysteresis response. These proposed self-centering systems will be employed to self-center the CBFs with installed
dissipative pin connections and CBFs equipped with friction damper devices. In addition, an innovative cost-efficient
self-centering energy dissipating brace member is envisioned and designed to replace braces of traditional CBF building
systems. Design guidelines, quantification of buildings seismic performance factors, as well as, a framework for life-cycle based design will be provided. For the life-cycle based design method it is intended to consider safety-related performance goals in
terms of the risk of life loss and financial losses including repair and downtime rather than collapse. The resulted performance
curves will be a valuable tool for decision-makers., agreement title english : Improving the Seismic Resilience of Steel Braced Frames Using Innovative Technologies, agreement title french : Improving the Seismic Resilience of Steel Braced Frames Using Innovative Technologies, agreement number : RGPIN, agreement value : 105000.0, agreement start date : 2017-05-10, agreement end date : nan, description english : nan, description french : nan, expected results english : nan, expected results french : nan, additional information english : Grant or Award spanning more than one fiscal year. (2017-2018 to 2022-2023), additional information french : Subvention ou bourse octroyée s'appliquant à plus d'un exercice financier. (2017-2018 à 2022-2023), owner organization : nserc-crsng, owner organization title : Natural Sciences and Engineering Research Council of Canada | Conseil de recherches en sciences naturelles et en génie du Canada