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本文给出了合理的重叠基底反力调整方法及计算公式，并通过算例对节点力调整前后基底应力及内力的变化进行了对比，
This paper presents a reasonable method for adjusting the reaction of overlapping bases and its calculation formulas, and compares the changes in the stress and internal forces of the basement before and after nodal forces adjustment by means of calculation examples.