The maximum or minimum stirrup ratio and stirrup spacing requirements were comparatively analyzed.
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 seismic performance of the square columns could be improved significantly by increasing the stirrup ratio.
配箍率的增大能提高方柱抗震性能,有利于方柱抗震。
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.
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 ultimate torque for composite beams will arrive at maximum under otherwise equal conditions when the stirrup ratio is about 0.54 percent.
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。
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.
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;
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).
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。
Based on the test results, the relationship between ductility and volumetric ratio of stirrup has been established.
根据试验结果,建立了柱子抗震延性与配箍率的关系。
The reasonable axial compression, load angle and the ratio of stirrup of special-shaped columns are gained from the contrastive analysis.
通过对比分析,得出了异形柱比较合理的轴压比和加载角度。
On the basis of it, the formulas of calculating crack load and ratio of stirrup disposition were gained.
在此基础上推导了连续组合梁纵向开裂荷载的计算公式并结合试验给出了箍筋配置计算公式。
The ratio of reinforcement, reinforcement stirrup, concrete mark and laying method of piers are similar to prototype ones.
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。
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.
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;
应用推荐