通过地震反应试验和计算两种方式对贮仓与贮料相互作用进行了探讨。
The interaction between a silo and stored material is investigated by means of seismic response test and calculations.
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.
环境温度作用所引起的仓壁竖向应力与由贮料侧压力所引起的仓壁竖向应力差别不太大。
The vertical stress in the silo wall are not obviously influenced by temperature load or material pressure.
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