| 1. | Cracks control measures for masonry structure
改善高层建筑下部柱轴压比性能的措施 |
| 2. | The aseismic strengthening methods of the columns with excess axial compression ratio
轴压比超限的柱抗震加固方法 |
| 3. | Discussion on limit value of axial compression ratio of steel reinforced concrete columns
钢骨混凝土柱轴压比限值控制的讨论 |
| 4. | And the axial compression ratio index of l , t - shaped columns considering section dimensions is given
给出了考虑l 、 t形柱截面尺寸的轴压比限值。 |
| 5. | Limited value of axial compression ratio and detailing requirements for stirrup of special shaped rc column
钢筋混凝土异形柱的轴压比限值与配箍构造 |
| 6. | 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。 |
| 7. | Predictions were made on the ductility of the joint core when shear compression ratio , reinforcement contant and axial force ratio were different
进一步利用jap程序预测了不同剪压比，不同配筋特征值及不同轴压比条件下节点区的延性变化规律。 |
| 8. | ( 2 ) based on the tests and theoretic derivation , skeleton curve of restoring force model of frame column with high axial compression ratio is got
( 2 )在试验研究和理论推导的基础上，给出了高轴压比下框架柱恢复力模型的骨架曲线，与试验骨架曲线吻合较好。 |
| 9. | The axial load ratio influenced the cantilever columns behaviors significant , the larger axial load ratio was , the lower ultimate load and worse ductility was shown
轴压比在较小的时候可以提高钢管混凝土的承载力，当轴压比较大时，其承载力显著降低，延性也较差。 |
| 10. | Furthermore , some parameters that affect the restoring force model of concrete filled steel tubular structure were studied , including axial compression ratio , steel ratio and material strength
并进一步研究了轴压比、含钢率、混凝土强度和钢材强度等对结构骨架曲线的影响。 |
