Unadhesive prestressed converted deep beam of composite steel concrete column, is a new style structure which used in high building.

劲性混凝土柱无粘结预应力转换大梁，是应用在高层建筑的一种新型结构。

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The working mechanisms of the composite column at different stages are analyzed and the stress paths in concrete, steel and CFRP are given.

首先按不同阶段分析了该类构件的作用机理，然后给出了混凝土、钢管以及CFRP筒的应力途径。

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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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