Abstract
In recent years, the computer simulation technology has been widely studied, among which the seismic reliability theory of the structure and the seismic performance evaluation of the structure is widely concerned. The seismic reliability analysis of structures is of great significance to the seismic performance evaluation, design and decision of structures. Taking earthquake action as a random process and using random vibration theory to study the probabilistic characteristics is an important development of structural seismic theory. In the more than half a century since Housner first used stochastic processes in 1947, the random vibration theory has been applied and developed rapidly in engineering seismic analysis, and has increasingly become a more advanced and reasonable seismic analysis tool.
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