本文还根据试验结果和有限元法分析，探讨了空心砖墙的抗剪强度和横向、纵向配筋效应。

Based on the results of experiment and finite element analysis, the shear strength and the effect of reinforcement of the perforated brick walls are also discussed.

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本文提出一种由示踪试验计算河流纵向离散系数的新方法——双站拟合法。

In this paper the authors put forward the twin-station fitting method-a new method for calculating the river longitudinal dispersion coefficient by tracing tests.

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试验中的主要参数有：纵向钢筋的数量、横向配筋率、剪跨比、管壁的厚度及混凝土强度。

The parameters in the aeries include: amount of longitudinal reinforcement, amount of transverse reinforcement, shear span-to-depth ratio, thickness of tube wall and strength of concrete.

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