利用该方法对苏通大桥进行整体受力计算，得到钢箱梁板件的横桥向和顺桥向应力，分析了钢箱梁顶板应力在横桥向的不均匀性。
Mechanics behaviors of Sutong bridge were computed by this method, and longitudinal stress, transversal stress of plates of the girder and section stress distribution were discussed consequently.
对以苏通桥断面为例的桥梁闭口箱梁模型进行了三分力系数CFD数值识别。
Numerical identification of aerostatic force is conducted for Sutong Bridge section in CFD modeling.
夹持机构含有结构件主体（1）和通 过弹性连接的结构件（2），其中结构件主体（1）与附加镜片相连， 结构件（2）设有至少一个通过机械运动夹持底镜中梁的所述机械夹 钩。
The organization includes the principal part1, the part2 that is connected to part1 by elasticity. The part1 is linked with the additional lens, and the part2 has at least one clip mentioned above.
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