试验研究的结果表明，加固后试验板的受荷性能良好。
The test results indicate the flexural performance of the strengthened slab is good.
根据位移协调理论，采用荷载传递函数法分析了竖向受荷下单桩的承载特性。
Based on the displacement coordinate theory, the capacity of single pile under down-ward loading was analysed by using the load transmission function.
该方法也可用来分析其他横向受荷桩，如桥梁桩基、海洋石油钻井平台桩基等的内力。
This method can be used in analyzing internal forces of other laterally loaded piles such as bridge piles and platform piles of oil drilling in oceans, etc.
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