TY - GEN
T1 - Development of empirical and analytical fragility functions using Gaussian kernel smoothing methods
AU - Noh, H.
AU - Kiremidjian, A.
AU - Lallemant, D.
PY - 2013
Y1 - 2013
N2 - The Global Earthquake Model Consortium has undertaken the complex task of formulating guidelines for heuristic, empirical and analytical vulnerability functions development. As part of the empirical and analytical vulnerability functions developments, Gaussian kernel smoothing (GKS) methods are introduced for fitting the form of the vulnerability function to either the observed or simulated ground motion versus damage data. In this paper, three approaches using GKS are introduced for developing analytical and empirical fragility functions. These methods enable the treatment of uncertainty in either or both of ground motion intensity and structural damage. The methods are applied to a set of numerically simulated data for a four-story steel momentresisting frame and a set of field observations collected after 2010 Haiti earthquake. The results demonstrate that these methods can develop continuous representation of fragility functions without specifying their functional forms and treat sparse data sets more efficiently than conventional data binning methods.
AB - The Global Earthquake Model Consortium has undertaken the complex task of formulating guidelines for heuristic, empirical and analytical vulnerability functions development. As part of the empirical and analytical vulnerability functions developments, Gaussian kernel smoothing (GKS) methods are introduced for fitting the form of the vulnerability function to either the observed or simulated ground motion versus damage data. In this paper, three approaches using GKS are introduced for developing analytical and empirical fragility functions. These methods enable the treatment of uncertainty in either or both of ground motion intensity and structural damage. The methods are applied to a set of numerically simulated data for a four-story steel momentresisting frame and a set of field observations collected after 2010 Haiti earthquake. The results demonstrate that these methods can develop continuous representation of fragility functions without specifying their functional forms and treat sparse data sets more efficiently than conventional data binning methods.
UR - http://www.scopus.com/inward/record.url?scp=84892395709&partnerID=8YFLogxK
UR - http://www.scopus.com/inward/citedby.url?scp=84892395709&partnerID=8YFLogxK
M3 - Conference contribution
AN - SCOPUS:84892395709
SN - 9781138000865
T3 - Safety, Reliability, Risk and Life-Cycle Performance of Structures and Infrastructures - Proceedings of the 11th International Conference on Structural Safety and Reliability, ICOSSAR 2013
SP - 895
EP - 902
BT - Safety, Reliability, Risk and Life-Cycle Performance of Structures and Infrastructures - Proceedings of the 11th International Conference on Structural Safety and Reliability, ICOSSAR 2013
T2 - 11th International Conference on Structural Safety and Reliability, ICOSSAR 2013
Y2 - 16 June 2013 through 20 June 2013
ER -