In the course of construction, concrete column plays an important role in the stability of building structure.
在建筑施工中，混凝土立柱对于建筑结构的稳定性起到了至关重要的作用。
The utility model relates to a light-duty steel tube-concrete column.
本实用新型涉及一种轻型钢管混凝土柱。
The bearing capacity and the ductility of a FRP-confined concrete column decrease with the increase of slenderness ratio.
随着长细比的增加，FRP约束混凝土柱的承载力和延性有降低的趋势。
Besides, the eccentricity magnifying coefficient and the axial load limit for steel reinforced concrete column were also introduced.
文中还介绍了钢骨混凝土柱偏心距增大系数和轴压力限值的计算。
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 bearing capacity and ductility of rectangular concrete column wrapped with fiber reinforced polymer (FRP) can be greatly increased.
FRP约束矩形混凝土柱可显著地提高混凝土的承载力和延性。
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。
Partly packing flat steel reinforced concrete column, with its advantages of saving steel and convenience in construction, is being widely used.
部分外包钢混凝土柱具有节省钢材、施工方便的优点，适用范围广。
Scholars home and abroad have taken a lot of measures against it and researches have been made abroad on the performance of FRP reinforced concrete column.
国内外学者研究了很多对策，国外还开展了关于FRP筋混凝土柱性能的研究。
Reinforced concrete column subjected to fire was analyzed with three dimensional temperature by using finite element software ANSYS, and was Tested in lab.
利用有限元软件ANSYS对高温后钢筋混凝土柱作三维温度场的非线性分析，并对钢筋混凝土柱进行了实验室高温试验。
The results indicate that the confinement of fiber sheet can increase the compressive strength and ultimate strain of reinforced concrete column remarkably.
结果表明：纤维布包裹加固钢筋混凝土柱的轴心抗压承载能力和极限应变明显提高；
In this paper the Elastoplastic FEM is used to analyze the relation between load capacity and deformation of the central loaded steel-tubed concrete column.
本文用弹塑性有限元法分析了中心受压钢管混凝土短柱的承载力与变形的关系。
When the corner forms of section on the existing concrete column of the high-level road were chosen, didn't consider the effect on the durability of section.
既有高架路混凝土立柱截面角区形式的选取，没有考虑其对截面耐久性的影响。
The two-stage load of the reinforced concrete column with reinforced concrete cover involves two parts, one before strengthened and another after strengthened.
外包钢筋混凝土加固受压柱是一个两阶段受力问题，包括加固前和加固后两部分。
Finally, it discusses the calculation methods of yield curvature and biaxial bending bearing capacity of the L-shaped cross-section steel reinforced concrete column.
最后对钢骨混凝土L形截面柱的屈服曲率及双向偏心受压正截面承载力计算方法进行了讨论。
In this paper, the calculating formula for biaxial load reinforced concrete column with rectangular section and the design method in engineering practice are analyzed.
本文分析了矩形钢筋混凝土柱在双向受压作用下的计算公式以及工程设计中常用的方法。
According to the analytic results, it shows that the effect of prestressed FRP sleeve of strengthening concrete column is superior to that of the ordinary FRP materials.
分析结果表明，预应力的FRP套筒补强混凝土柱的效果明显高于一般的FRP材质。
The model captures the main characteristics of FRP-confined concrete column, and the effects of every parameter on the stress-strain relationship are carefully considered.
该模型反映了FRP约束矩形混凝土柱的特点，考虑了各参数的影响。
From the Angle of construction, the construction process and methods of a newly-applied technique, the steel framed reinforced concrete column, is introduced in the paper.
文章从施工的角度，对目前应用的新技术——劲性钢骨柱的工艺流程、施工方法进行了介绍。
Experiment of 8 carbon fiber sheet (CFS) confined concrete columns and 1 reinforced concrete column subjected to constant vertical load and cyclic lateral load is introduced.
介绍了8根碳纤维布(CFS)约束的混凝土柱和1根混凝土柱在竖向力和往复水平力作用下的试验。研究缠绕cfs的混凝土柱的屈服后变形能力。
External confinement by the wrapping of fiber reinforced plastic (FRP) is an efficient technique to increase the loading-carrying capacity and ductility of the concrete column.
外包纤维复合材料(frp)约束混凝土柱，可以有效提高混凝土柱的承载力和延性。
The steel framed reinforced concrete column partially penetrates into the transfer girder, whose build-in effect to the column enhances with the increase of the penetrating length.
钢骨柱部分伸进转换梁中，随着钢骨伸进转换梁中长度的增加，转换梁对钢骨的包裹嵌固作用增强。
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。
On the hypothesis of plane cross section, L-shaped reinforced concrete column was divided into three fragment line element of elastoplastic zone at both ends and elastic zone in the middle.
在平截面假定的前提下，将钢筋混凝土L形柱划分为两端弹塑性区、中间为弹性区的三分段杆单元模型。
The invention relates to a node of carbon fiber reinforced plastic circular steel tube concrete column and reinforced concrete frame beam, belonging to a construction style of building node.
圆碳纤维增强塑料钢管混凝土柱与钢筋混凝土框架梁的节点，涉及一种建筑节点构造形式。
The invention relates to a node of carbon fiber reinforced plastic circular steel tube concrete column and reinforced concrete frame beam, belonging to a construction style of building node.
圆碳纤维增强塑料钢管混凝土柱与钢筋混凝土框架梁的节点，涉及一种建筑节点构造形式。
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