doi:10.3850/978-981-08-7619-7_P001
Model Correction Factor Method for Non-linear Stochastic Dynamic Analysis
Umberto Alibrandi1 and Armen Der Kiureghian2
1Department of Civil Engineering, University of Messina, Messina, Italy.
umbertoalibrandi@gmail.com
2Department of Civil and Environmental Engineering, University of California, Berke-ley,CA, US.
adk@ce.berkeley.edu
ABSTRACT
A gradient-free method is developed for finding the design point in nonlinear stochastic dynamic analysis, where the input excitation is discretized into a large number of random variables. This point defines the realization of the excitation that is most likely to give rise to a specific response threshold at a given time. The design point is essential information in the recently developed tail equivalent linearization method. The proposed approach employs a variant of the model correction factor method developed by O. Ditlevsen, which is further improved by use of a novel response surface technique. Example application to a hysteretic system demonstrates the efficiency and accuracy of the method.
Keywords: FORM, Non-linear stochastic dynamics, Structural reliability, Tail equivalent linea-rization method, Design point excitation, Model correction factor method.
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