Again USES the model, through transformation composite beam highly and various steel plates parameter comparative analysis beam and support capacity, stress, deflection change and so on.
再利用此模型,通过变换组合梁的高度和各钢板的厚度等参数比较分析梁的承载能力,应力,挠度的变化等。
2
At first it sets up objective function on the basis of the deflection difference of the single working and updates the elastic modulus and geometric parameter of the model.