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通过对３ 个内撑式支护结构工程原型测试得出的数据，分别与弹性地基梁计算方法和等值梁计算方法计算出的数据进行比较和分析，从而得出弹性地基梁计算方法的结果更趋于合理。
Based on the data obtained from the prototype test of the three internal support structures, the calculated data of the elastic foundation beam and the equivalent beam calculation method are compared and analyzed respectively, and the result of the calculation method of the elastic foundation beam is obtained More reasonable.