通过计算，探讨了无配筋型钢混凝土柱正截面承载力的设计方法。
Through the calculation the article studies the calculating bending strength of steel reinforced light weight concrete columniation with no reinforced bar.
在以上分析结果的基础上，综合比较三种型钢混凝土柱受力性能的优越性。
The author makes a comprehensive comparison to the three SRC pillar's mechanical performance superiority on the basis of the above analysis.
型钢梁、型钢混凝土柱、型钢斜支撑和钢板组合，形成钢桁架-钢板组合结构。
The profiled-steel beam, the profiled-steel concrete pillar and the profiled-steel inclined prop are combined with the steel plate to form a steel-truss-steel-plate combination structure.
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。
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.
对部分包裹混凝土的H型钢轴压柱翼缘板的局部屈曲性能进行了理论分析。
In this paper, a theoretical analysis for the local buckling of the flange plate of the partially encased concrete columns subjected to H-shape steel axis force was presented.
提出了一种新型外包钢混凝土组合结构形式，即外包H型钢混凝土组合柱。
A new style of encased steel concrete composite structure was presented, which is called encased H-shaped steel concrete composite columns.
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.
探讨考虑混凝土、型钢腹板、箍筋共同贡献的SRC柱—钢梁节点极限抗剪承载力计算公式。
An equation to calculate ultimate shear-resistant capacity of SRC column and steel beam joint is discussed.
型钢柱、钢管混凝土柱施工时容易造成斜柱空间定位不准确，影响上部梁柱定位。
During the construction of section steel column and concrete filled steel tube column, the inclined column space positioning may be inaccurate and affects the upper beam and column positioning.
提出一种在节点区间断钢管混凝土柱的外钢管、设置芯钢管的新型钢管混凝土柱与钢筋混凝土梁的节点。
A new type of column-RC beam joint of concrete filled steel tube (CFST) is created. The outer tubular column of CFST is disconnected in the joint zone. The core steel tube is put in the joint zone.
本实用新型涉及一种轻型钢管混凝土柱。
The utility model relates to a light-duty steel tube-concrete column.
本文运用有限元分析软件ABAQUS分别对两组不同轴压比和配箍率的型钢高强混凝土柱进行数值模拟分析。
The editor compiles this paper with the intent of analyzing two sets of HSRC columns of different axial compression ratio or stirrup ratio with the finite element analysis software (ABAQUS).
同时可得，将软件ABAQUS用于型钢高强混凝土柱数值模拟分析时，其计算结果具有一定的精确度与可靠性。
At the same time, it could get an assessment about biofidelity and reliability of the results analysis for HSRC columns of numerical simulation with the software (ABAQUS).
虽然国内对型钢高强混凝土柱抗震性能有了一定的试验研究，但在计算机数值模拟方面研究相对较少，相关知识结构比较松散。
Although domestic HSRC column get more comprehensive test, it is relatively less on computer simulation. The structure of the knowledge is a loose aspect.
这个重量超过3000吨的巨型钢桁架上仅用了三个混凝土柱支持，供大型比赛和跳水使用。
Weighing in at over 3,000 tons, the gigantic steel trusses rest on a mere three concrete supports to provide open space for the facility's large racing and diving pools.
这个重量超过3000吨的巨型钢桁架上仅用了三个混凝土柱支持，供大型比赛和跳水使用。
Weighing in at over 3,000 tons, the gigantic steel trusses rest on a mere three concrete supports to provide open space for the facility's large racing and diving pools.
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