| 1. | 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 |
| 2. | 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 |
| 3. | Research on limit values of axial compression ratio of steel high - strength reinforced concrete columns
钢骨高强混凝土柱轴压力系数限值的研究 |
| 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. | ( 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。 |
| 7. | 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。 |
| 8. | By taking axial compression ratio , local angle , stirrup space , the ratio of stirrup and etc . into consideration , the author studies the displacement ductility ratio for speical - shaped columns such as l shape , t shape and t shape
摘要通过考虑不同轴压比、不同加载角度和不同配筋率等情况，对异形柱位移延性比进行了研究。 |
| 9. | According to the test results , the limited values of axial compression ratio and limited values of axial force for high strength concrete column reinforced with concrete filled steel tube are proposed based on the condition of displacement ductility needed for earthquake - resistance
从确保满足抗震所需要的位移延性这一条件出发，提出了核心柱轴压比和轴压力限值系数的建议值。 |
| 10. | According to monotonic p - relations for cfrst , the parameters such as axial compression ratio , slenderness ratio , steel ratio , steel strengh and concrete strength , which affect p - hysteretic curves , are analyzed . 3
并通过数值计算的荷载-位移单调曲线，分析轴压比、长细比、含钢率、钢材强度、混凝土强度、截面宽厚比、强弱轴等参数对矩形钢管混凝土压弯构件p -滞回关系曲线的影响。 |
