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该文提出了一种计算位于双参数地基模型上具有悬挑的十字交叉基础梁柱荷载分配系数的方法。它适用于各种节点和悬挑情况 ,并且计算量与采用文克尔地基模型的方法相当。
This paper presents a method to calculate the load distribution coefficient of cantilevered cross-beam foundation beam located on two-parameter foundation model. It is suitable for a variety of nodes and overhangs, and is computationally equivalent to using the Winkler foundation model.