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结合实际工程对一超大跨度网架板节点进行了足尺试验 ,基于试验结果对该节点在荷载作用下的工作机理进行了理论分析 ,指出了这种节点的破坏方式以及偏心连接的不利影响。
Based on the experimental results, the working mechanism of the node under a load is analyzed theoretically. The failure mode of the node and the adverse influence of eccentric connection are pointed out.