Stochastic ground motion simulation and seismic damage performance assessment of a 3-D subway station structure based on stochastic dynamic and probabilistic analysis

In practical engineering of underground structures, it is well-known that the randomness of earthquake gener-ation and a structure's seismic response need to be considered for the safety of the project. The dynamic response and reliability level of a subway station are analyzed from the perspective of random vibration and the effect of stochastic ground motions on seismic responses is considered in this paper. This research proposes a model that can generate completely nonstationary ground motions and combines it with the probability density evolution method (PDEM) to analyze the seismic response and reliability level of a subway station. First, combining random function spectrum representation and evolutionary power spectrum density function, a probability model of nonstationary ground motion is established. According to the code (Gb 50909-2014), the model pa-rameters of 5 sites are suggested, and the efficiency and accuracy are verified. A series of intensity-frequency nonstationary stochastic earthquakes are generated for the seismic response analysis. Then, a 3-D finite element analysis is performed for the deterministic dynamic response of the Daikai subway station, and the second-order statistics of three evaluation indicators (interstory drift, relative settlement, damage area ratio) are attained. Finally, the stochastic dynamic response and reliability level of the station structure are obtained by processing the data with the PDEM. The limit state related to the three evaluation indicators is established through prob-ability density function (PDF) and cumulative distribution function (CDF). In addition, this probability evalua-tion system is more intuitive and effective than conventional methods. The statistical and probabilistic results show that the characteristics of earthquakes have a significant influence on the seismic response of subway stations, furthermore, the stochastic earthquakes generated by the intensity-frequency nonstationary ground motion model match well with the target value and the PDEM can comprehensively evaluate the seismic per-formance and reliability level of subway stations. Therefore, combing the stochastic earthquake and PDEM is an effective way to analyze the seismic response of subway stations.

Automated summary

This paper analyzes the dynamic response and reliability level of a subway station from the perspective of random vibration. A model for generating nonstationary ground motions is proposed and combined with the probability density evolution method (PDEM) to analyze the seismic response of the station. The results show that the characteristics of earthquakes significantly influence the seismic response of subway stations, and the proposed method accurately evaluates the seismic performance and reliability level of subway stations.