Random vibration theory is the basis of structural dynamic reliability theory.
结构动力可靠性理论的基础是随机振动理论。
Based on random vibration theory, the along wind structural response formulae are derived.
基于结构随机振动理论，可导出顺风向风振时各类风响应。
With random vibration theory the random vibration response analysis for gate structures are conducted.
应用随机振动理论进行闸门结构的随机振动响应分析。
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