对多自由度基础转动结构随机地震响应问题进行了系统研究。
In this paper, the random earthquake response of structure with rotary foundation and many degrees of freedom is studied systematically.
本文对基础平动与转动结构随机地震响应问题进行了系统研究。
The random earthquake responses of structures with horizontally translational and rotational bases were studied systematically.
本文方法也可用于基础隔震结构和无损伤“加层减震”加固结构的随机地震响应分析与优化设计。
The method of the paper can be used to random response analysis and optimization design of the structure with base isolation.
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