本文对在地震作用下，对称贮料及不对称贮料的筒支承群仓建立计算模型，求解规范地震力。
For the purpose of securing specified seismic forces under earthquake activity, this paper introduces an analogs computing system into the grouped grain bins with cylinder supporting structure.
提出了筒承式群仓平动自振基频、结构基本振型指数的计算公式及简化设计方法。
The calculating formulae and short_cut methods for design, which are about the basic frequency of vibration, and the structural coefficient of the basic vibration model, are put forward.
弹性地基上单体仓的动力响应大于群仓的动力响应。
The dynamic response of single silo on elastic foundation is stronger than that of silo mass on elastic foundation.
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