Abstract

In this paper, parameters of site soils based on the new seismic code are adopted and the stochastic ground motion generation method based on the modified YX Hu-XY Zhou model is used to generate reasonable and reliable artificial seismic waves, which proved to have obvious statistical characteristics and can meet the requirements of seismic wave selection. The improved genetic algorithm and the probability density evolution method (PDEM) are combined to optimize the response and reliability of a TMD-structure under the obtained artificial wave excitations. Several examples were given to verify the correctness of the proposed methods, as well as several conclusions were drawn.

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