重点讨论了轴压比、配箍率对其延性的影响。
Special emphasis is put upon the effects of the axial load level ratio and the web reinforcement ratio on ductility.
根据试验结果，建立了柱子抗震延性与配箍率的关系。
Based on the test results, the relationship between ductility and volumetric ratio of stirrup has been established.
配箍率的增大能提高方柱抗震性能，有利于方柱抗震。
The seismic performance of the square columns could be improved significantly by increasing the stirrup ratio.
在钢绞线应变分析的基础上，提出总体配箍特征值的计算方法。
Based on the experimental results, the resistant capacity and rigidity of column are studied.
对各规范中的最大、最小配箍率及箍筋间距要求进行了对比分析。
The maximum or minimum stirrup ratio and stirrup spacing requirements were comparatively analyzed.
主要研究配箍率和型钢腹板高度对型钢混凝土扁梁抗剪承载能力的影响。
The influence on SRC wide beam on its load-bearing capacity by the stirrup ratio and its shaped steel height is researched in this paper.
模型墩柱的配箍率、配筋率、混凝土标号以及浇筑方法均与原型桥墩相似。
The ratio of reinforcement, reinforcement stirrup, concrete mark and laying method of piers are similar to prototype ones.
核心配筋率、等效轴压比和配箍特征值是影响RRC柱抗震性能的主要因素。
The main factors that influence the seismic behavior of RRC columns are the percentage of central reinforcement, equivalent ratio of axial compression and characteristic value of stirrups.
其它条件相同时，当配箍率为0.54%左右时，组合梁受扭承载力将达到最大。
The ultimate torque for composite beams will arrive at maximum under otherwise equal conditions when the stirrup ratio is about 0.54 percent.
减小箍筋间距（增大配箍率）可有效地促进内外混凝土整体工作性能，提高承载力；
Reducing stirrup spacing (increasing stirrup ratio) can be effective in promoting the whole work capability of concrete of both inside and outside and improve the bearing capacity.
试件的主要研究参数为梁纵向钢筋配筋率、梁塑性铰区配箍率以及节点核芯区体积配箍率。
The main parameters in tests are the percentages of longitudinal steel in beam, the percentages of stirrups in beam plastic zone and the volumetric percentages of stirrups in joint core.
在其他条件都相同而核心区配箍率不同的情况下，核心区配箍率越小其损伤值越大，其延性也越差。
If the rate of stirrup used in core area is smaller and the damage is larger, the ductility is worse.
另外得出了在约束混凝土柱节点区域的时候，约束区域的高度、宽度和配箍对约束的效果起决定性的作用。
Constraint region height and width of the binding effect of the impact of a major, the stirrup also have an important impact on the binding effect.
确认分析效果后，对试件进行了计算机模拟的参数分析，得到基于配箍特征值和轴压比的位移延性计算公式。
The equation used to calculate deflection ductility of columns was obtained, which based on the axial compression ratio and hoop characteristic value of a 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).
提出在保证柱轴压比的可靠指标不低于现行《规范》的情况下，应适当考虑柱纵筋配筋率和配箍率对轴压比限值的提高。
The enhancement for ultimate axial compression ratio because of longitudinal reinforcement should be considered in a certain when the reliability index is not lower than that of current code.
该接头也许是用螺纹与套管连接在一起，或焊接在一起，以及可能还有一个法兰或卡箍连接与防喷器组或井口配接。
This adapter may be threaded or welded onto the casing, and may have a flanged or clamped connection to match the BOP stack or wellhead.
对用预应力框架柱中所配的纵筋和箍筋代替锚固区钢筋网片的局部承压进行了12个试件的试验研究。
The partially pressed tests of 12 rc members using longitudinal-steel and hoop-steel instead of reinforcing mat in anchoring area are made.
密配圆形螺旋箍筋的钢筋混凝土圆柱在外荷载作用下表示了良好的力学性能。
The reinforced concrete circular columns with circular spiral reinforcement show excellent behavior when subjected to loads.
本文报导了24个高配筋率的方格网套箍混凝土柱体轴压试验结果。
This paper presents the test results of 24 axially-loaded confined concrete stub columns with net reinforcement of high steel ratio.
加固用纵筋（配筋率）及箍筋强度等级，对结构水平承载力的提高贡献不大，可按构造配置；
Longitudinal reinforcement (reinforcement ratio) and the stirrup strength grade contribute little to the improvement of horizontal bearing capacity. It can be collocated by configuration. For R.
加固用纵筋（配筋率）及箍筋强度等级，对结构水平承载力的提高贡献不大，可按构造配置；
Longitudinal reinforcement (reinforcement ratio) and the stirrup strength grade contribute little to the improvement of horizontal bearing capacity. It can be collocated by configuration. For R.
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