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.
并把这种算法推广应用到未知输入条件下的地基参数识别和贮仓-基础-结构相互作用系统参数识别。
The methods developed are extended to identify parameters of foundation without input and parameters of foundation-silo interaction system .
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.
应用推荐