TY - GEN
T1 - A novel framework for extracting dynamic soil behavior from downhole array data
AU - Tsai, C. C.
AU - Hashash, Y. M.A.
PY - 2006
Y1 - 2006
N2 - Seismic site response analysis is commonly used to predict ground response due to local soil effects. An increasing number of downhole arrays are deployed to measure motions at the ground surface and within the soil profile and to provide a check on the accuracy of site response analysis models. Ad-hoc approaches and more recently system identification and optimization techniques are often adopted to adjust soil model properties to match field observations. However, these approaches are not always successful and are limited by the specific cyclic soil constitutive model used in the analysis. A novel inverse analysis framework, SelfSim (Self learning engineering simulations), to integrate site response analysis and field measurement is introduced. This framework uses downhole array measurements to extract the underlying soil behavior and develops a constitutive model of the soil. The resulting soil model, used in a site response analysis, provides correct ground response and can be used in the forward prediction of future earthquake events. The soil model can continuously evolve using additional field information. The performance of the algorithm is successfully demonstrated using two synthetic arrays and is currently being applied to field recordings.
AB - Seismic site response analysis is commonly used to predict ground response due to local soil effects. An increasing number of downhole arrays are deployed to measure motions at the ground surface and within the soil profile and to provide a check on the accuracy of site response analysis models. Ad-hoc approaches and more recently system identification and optimization techniques are often adopted to adjust soil model properties to match field observations. However, these approaches are not always successful and are limited by the specific cyclic soil constitutive model used in the analysis. A novel inverse analysis framework, SelfSim (Self learning engineering simulations), to integrate site response analysis and field measurement is introduced. This framework uses downhole array measurements to extract the underlying soil behavior and develops a constitutive model of the soil. The resulting soil model, used in a site response analysis, provides correct ground response and can be used in the forward prediction of future earthquake events. The soil model can continuously evolve using additional field information. The performance of the algorithm is successfully demonstrated using two synthetic arrays and is currently being applied to field recordings.
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M3 - Conference contribution
AN - SCOPUS:84865842313
SN - 9781615670444
T3 - 8th US National Conference on Earthquake Engineering 2006
SP - 4529
EP - 4538
BT - 8th US National Conference on Earthquake Engineering 2006
T2 - 8th US National Conference on Earthquake Engineering 2006
Y2 - 18 April 2006 through 22 April 2006
ER -