用有限元三维结构分析程序计算了跨度为４５ｍ的雁形板，所得结果与该计算模型足尺（原型）试验结果一致，由此验证了用比拟梁法对雁形板进行强度和刚度计算的正确性。此外，还对雁形板的设计提出了一些建议。 The 45-m-span goose-shaped plate was calculated using finite element three-dimensional structure analysis program. The obtained results are consistent with the full-scale (prototype) test results of this calculation model. This verifies that the strength and stiffness of the goose-shaped plate are calculated by the comparison beam method. Correctness. In addition, some suggestions were made on the design of the wild goose board.