This paper presents research on loading behavior of welded compound-ring-hoop concrete column and honeycombed steel beam composite joints.

为研究复合焊接环式箍筋混凝土柱-蜂窝钢梁组合节点的受力性能。

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This paper proposed optimum ratio of extend to the design of polygon hole honeycombed steel beam and the method for the choice of the optimum width of beam pier.

提出多边形孔蜂窝钢梁设计的最佳扩张比和确定最佳梁墩宽度的方法。

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