Dynamic load identification for stochastic structures based on Gegenbauer polynomial approximation and regularization method

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The application of cubic B-spline collocation method in impact force identification (2015, unknown): “For dynamic design, health monitoring and reliability analysis of mechanical structures, one has to determine the realtime characterization of impact events which act on the mechanical systems over their lifetime [1–3].”
Time‐domain Galerkin method for dynamic load identification (2016, methodology): “Under the linearity and time-invariant suppositions [18] of dynamic load identification problems, the dynamic load is discretized as a series of unit pulse load superposition.”
Multi-source random excitation identification for stochastic structures based on matrix perturbation and modified regularization method (2019, methodology): “[28, 29] used Gegenbauer polynomial expansion theory and interval analysis method to identify dynamic loads acting on stochastic structures in time domain.”
A novel shape function approach of dynamic load identification for the structures with interval uncertainty (2016, unknown): “(Liu et al. 2015).”