| 1. | Influence on concrete column cross - section on frp sthrengthening effect
柱截面形状对纤维布约束混凝土柱加固效果的影响 |
| 2. | 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。 |
| 3. | Finally , the range of least column cross - section size meeting the dynamic stability condition is provided at the third example
最后在算例三中给出了满足动力稳定条件的最小柱截面范围。 |
| 4. | The vertical stiffener connection is suitable for rectangular steel tube column that the sectional area is smaller and h - steel beam connections
摘要垂直加劲肋节点适于柱截面较小的方钢管（矩形管）柱和h型钢梁节点。 |
| 5. | The second one discusses the rules of dynamic instability regions of serial system with different static load factor and different column cross - section size
算例二讨论了随静力载荷因子及柱截面的不同，串联体系动力失稳区间的变化规律。 |
| 6. | The experimental results show that the load - carrying capacity of the columns is increased obviously by the rehabilitation without too much increment of the cross - section
试验表明，在对原柱截面改变较小的情况下，该加固方法能够大幅提高柱的承载力。 |
| 7. | The geometric nonlinear effect should be taken into account in the calculating of steel frames , for its big proportion of height to breadth and small section
由于钢制框架的高宽比较大，柱截面较小，因此，这类结构应考虑其几何非线性的p -效应计算。 |
| 8. | The characteristics of longitudinal and lateral frame columns are different from general frame columns , due to the high depth - to - width ratio of cross - sections and withstanding large vertical loads . the axial compressive ratio is a very important factor in columns design
纵、横向框架柱具有与一般框架柱不同的特点，如柱截面高宽比较大，且承受很大的竖向荷载，其轴压比设计问题是柱设计的一个非常重要的因素。 |
| 9. | The non - dimensional relationship of load - bearing capacity is put forward , the virtue of which is that , given the same ratio of limb length to thickness , one curve presents many kinds of section dimensions and concrete strengths , thus the quantity of present relation curves is greatly reduced
提出了无量纲形式相关曲线，无量纲的优点是当柱截面长、厚比相同时，一条曲线可以代表多种截面尺寸和混凝土强度，使目前的有量纲相关曲线数量大大减小。 |
| 10. | And so on , to understand the influence for the m - relation curve of special - shped column rection with considerd the sliding of reinforcement anchoring . and compared the results to rectangle rection , analyzed the effect with the ductility of the special - shaped column by the factor referd ahead
通过改变荷载角、轴压比、混凝土强度等级等参数,来深入了解考虑粘结滑移后对异形柱截面弯矩?曲率关系的影响,并分析了上述因素对异形柱截面延性性能的影响。 |
