The half structure calculation model of a five arch greenhouse under wind loading and snow loading was developed.
多连拱温室结构计算是需要研究的问题。
Upon the analysis to the behavior of the deflector under the instantaneous shock type external loading, the paper simplified the structure calculation model.
在分析了导流器承受瞬间冲击型外负荷的作用特性后，对结构计算模型进行了简化；
Considering the boom cross section as a whole, a parametric finite element model and a parametric optimization model for local stability calculation of a boom structure were established.
将吊臂截面作为整体考虑，建立了吊臂结构局部稳定性计算的参数化有限元模型和参数优化模型。
应用推荐