为了验证微挠度桥梁实现的可能性，作者设计微挠度简支梁模型并实现了上述的控制思路。

To illustrate the idea of such a smart prestressing system, a model with the self-adapted function is designed and tested, in which the simply supported girder bridge is applied.

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将其测定结果与GB6435—86法比较，并利用数理统计方法进行检验，其结果表明两种方法无显著性差异，即简速法是可行的。

We compare our method with GB6435-86 and make statistics examination. The result shown no striking difference between two methods. So we think that the simple and quick method is feasible.

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将其测定结果与GB6435—86法比较，并利用数理统计方法进行检验，其结果表明两种方法无显著性差异，即简速法是可行的。

We compare our method with GB6435-86 and make statistics examination. The result shown no striking difference between two methods. So we think that the simple and quick method is feasible.

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