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。
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。
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。
To overcome the shortcoming of common composite frame structure, the authors put forward a new type of frame structure system, steel-encased composite beam-steel reinforced concrete column.
为克服型钢混凝土柱-钢梁组合框架结构体系存在的缺点，提出了一种新型外包钢混凝土组合梁-型钢混凝土柱组合框架结构体系。
The study aims to find out the proper limited values of axial compression ratio of the steel tube-steel concrete composite column under the condition of ductility damage.
目的研究使钢管-钢骨混凝土组合柱发生延性破坏时所需要确定的轴压比限值。
The main ideas include:no additional column is arranged at the ground floor, the composite beam is made of steel concrete, and the composite floor slabs form the new floor.
陶粒混凝土夹芯楼板是一种压型钢板与陶粒混凝土的组合楼板，其空腹部分采用聚苯乙烯板填充，是一种新型轻质节能板材。
The study aims to get the calculation formulas of normal section strength of circular steel tube composite short column filled with steel reinforced concrete.
目的得到钢骨-钢管混凝土柱正截面承载力计算表达式。
Square steel tube column filled with steel-reinforced concrete is a new design model of steel-concrete composite columns.
钢骨-方钢管混凝土柱是一种组合柱设计模式，采用切线模量理论对该组合柱轴向受压稳定承载力进行分析。
Besides, the inside shaped steels restrain the concrete and carry the definite loads with reinforcing steel bars so as to increase the bearing capacity of composite column.
内部型钢约束混凝土并与钢筋共同承担一定荷载，提高了组合柱的承载力。
Besides, the inside shaped steels restrain the concrete and carry the definite loads with reinforcing steel bars so as to increase the bearing capacity of composite column.
内部型钢约束混凝土并与钢筋共同承担一定荷载，提高了组合柱的承载力。
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