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1)  high pressure shaft
高压轴
2)  high axial compression ratio
高轴压比
1.
Experimental study on ductility and bearing capacity of concrete frame columns with central reinforcement under high axial compression ratio;
高轴压比下加芯混凝土框架柱延性与承载力试验研究
2.
Through the test of concrete frame columns with central reinforcement and general concrete frame column under high axial compression ratio and cyclic lateral loading,the P-Δ hysteresis curve,stiffness degradation,viscous damping coifficients etc.
通过加芯混凝土框架柱和普通混凝土框架柱在高轴压比下的低周往复加载试验,对试件的P-Δ滞回曲线、刚度退化和等效粘滞阻尼系数等进行了研究,分析了加芯混凝土框架柱刚度和耗能的影响因素。
3.
Based on the experimental study on six separated columns with high axial compression ratio and under horizontal cyclic loading, this paper analyzes the effects of axial compression ratio and stirrup reinforcement ratio on the seismic behavior of the separated columns, including rigidity, cracking, maximum bearing capacity, failure features and hysteresis curve etc.
本文通过六根分体柱在高轴压比和低周反复水平荷载作用下的试验研究,分析了轴压比、配箍率等对分体柱的刚度、裂缝、最大承载能力、破坏形态及其滞回特性等抗震性能的影响;分析了过渡区设置和斜向水平荷载对分体柱受力性能的影响。
3)  triaxial test under high pressure
高压三轴
1.
According to the result of slaking test,the character of coarse aggregate slaking deformation is presented under triaxial stress condition,and the shear strength of coarse aggregate slaking test is discussed,by comparing the result of slaking test with the data of large triaxial test under high pressure.
采用大型高压三轴仪,对黑河土石坝的坝壳料进行了不同应力水平的湿化试验研究,通过对试验结果的分析,揭示了在高压三轴条件下湿化试验的湿化变形特点;并通过与高压三轴试验资料的对比分析,论述了湿化试验的抗剪强度特性。
4)  high axial pressure
高轴压
1.
Based on the characteristics of earthquake damage of medium-length and short RC columns subject to high axial pressure,and in consideration of the desirable properties of confined concrete such as high strength and adequate ductility,some medium-length and short RC columns are wrapped in section.
依据钢筋混凝土高轴压中短柱的震害特征 ,考虑到约束混凝土的强度大和变形性能好等特点 ,对中短柱进行分段外包钢板箍 ,期望提高其承载能力和变形能力 ,达到变强弯弱剪构件为弯曲破坏 ,以提高其抗震性能。
5)  high-pressure triaxial apparatus
高压三轴仪
1.
The paper tests and studies the mechanical character of this new type of dam by using high-pressure triaxial apparatus.
利用高压三轴仪对构成这种新坝型的超贫胶结混凝土的力学特性进行了试验研究,结果表明:超贫胶结材料的应力-应变曲线在轴向应变较小时,基本符合双曲线模型特征;在同一围压下,胶凝材料用量越大,峰值强度越大;在同一胶凝材料含量下,围压越大,峰值强度越大;超贫胶结混凝土具有较大的残余强度,胶凝材料含量越大或周围压力越大,残余强度越大;超贫胶结混凝土材料的抗剪强度随着水泥用量的增大而增大。
6)  high-pressure shaft seal
高压轴密封
补充资料:压轴
1.见"压胄子"。
说明:补充资料仅用于学习参考,请勿用于其它任何用途。
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