In the thesis, we carried through numerical simulation and experimental study of the stretching process of float glass.
本文对浮法玻璃拉边过程进行了数值模拟和实验研究。
The conclusions obtained through numerical simulation have valuable reference to aseismic design of steel truss bridge.
通过数值模拟得出了几点结论，对于钢桁架桥梁的抗震设计有一定的参考价值。
The location of soleplate line and the thickness the minimum rock cover are further studied through numerical simulation.
根据数值模拟结果进一步确定象山港海底隧道的底板线位置和最小岩石覆盖厚度。
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