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本文采用节点荷载一次分配法,引用反力系数表,简化了弹性地基图表及公式,方法简便,概念清楚,易于掌握使用。
In this paper, the nodal load distribution method is used, and the reference force coefficient table is quoted, which simplifies the graph and formula of the elastic foundation. The method is simple, the concept is clear, and it is easy to master and use.