hysteretic
英音[ ˈhɪstəretɪk ] 美音[ ˈhɪstəretɪk ]

滞回

常用释义

词性释义

adj.

滞后的
例句
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  • 滞回
  • 滞后的
With the right voltage, the strip will enter a so-called hysteretic regime - where it will vibrate with one of two amplitudes.
在合适的电压下,硅条会进入一种滞后状态--硅会以两种振幅振动。
The test results demonstrate a stable hysteretic behavior and a substantial energy absorption capacity of the brace.
静力往复试验结果表明这类防屈曲钢支撑阻尼器具有很好的滞回特性和耗能性能。
The last matter is about judicial activism of European Court, remedy law's fatal disadvantages that are imperfection and hysteretic nature.
此外是发挥欧洲法院在知识产权领域的司法能动性,弥补法律制度的不周延和滞后性。
But its disadvantages lie in its comparatively broad geographical disadvantages, hysteretic secondary industry and industry structure.
贵港市的劣势是地缘大环境、第二产业和产业结构等方面存在的问题。
The utility model with the advantages of good linearity, low hysteretic quality and zero friction can measure and control directly.
它具有很好的线性,低滞后性,无摩擦,能进行直接测量控制。
The friction force is described by a hysteretic model, which is determined by the state of motion of the damper, i. e. stick or slip.
阻尼器摩擦力由黏滞模型描述,由接触面滑动或黏滞状态决定。
从理论上探讨了软钢阻尼器发挥最佳减震效果时结构应具备的条件。
随著爆破规模的增大,出现了明显的放大效应和惯性滞后效应。
The results show that the specimens of diaphragm-through joint have stable hysteretic characteristic and enough energy dissipation capacity.
研究结果表明,隔板贯通节点滞回曲线饱满,具有较强的耗能能力;
线性弹性系统确定的谱曲线对非线性滞回振动仍然是有意义的。
Failure modes and effects of reinforcement ratio on hysteretic behavior of joints were synthetically considered during cyclic-loading.
主要探讨节点的破坏模式以及混凝土板内配筋率对节点性能的影响并与纯钢节点进行了比较。
研究结果表明:带填充墙矩形钢管混凝土框架结构滞回曲线饱满,耗能能力强,有较稳定的后期承载力,具有良好的抗震性能。
分析结果表明,轴力的变化对RC柱的滞回性能有很大影响。
本文介绍的模糊温度控制器针对具有滞后性的控制对象进行了恒温控制。
所以本文就损伤构件的滞回性能和恢复力模型做了一些研究工作。
在静力往复荷载作用下,该类型节点的滞回曲线较为饱满,耗能能力强,具有良好的抗震性能。
本文滞后现象的行为摩擦力实验观察进行了讨论。
所有试件的跨中荷载-挠度滞回曲线均较为饱满,基本没有捏缩现象,表现出很好的滞回性能。
分析了振动压实过程中被压实材料的不对称迟滞特性,建立了一种分段线性的不对称迟滞模型。
The biotite granite hysteretic loop and energy loss can describe well by generalized Kelvin rheological model.
广义开尔文模型可以较好地描述花岗岩的滞回曲线和能量损耗情况。
将迟滞回线分解为广义弹性力和广义阻尼力,模型中的参数由实验数据辨识。
The cumulative hysteretic energy spectra of inelastic single degree of freedom(SDOF) systems is investigated.
本文对弹塑性SDOF系统累积滞回耗能谱进行了分析研究。
但是,第一代和第二代高温超导导线几何形状的基础上平磁带具有很高的迟滞损失。
线是在运动中产生的,速度越快线条越流畅,速度越慢线条越滞后。
并以试验为基础,对复合承载墙体的抗剪承载力的影响因素和滞回性能进行了分析。
同时,随着爆破规模的增大,出现了明显的速度放大效应和惯性滞后效应。
另外,利用PISA3D非线性结构分析软体可对预力构件之迟滞行为准确模拟。
对S3R的调节过程进行分析,给出滞环比较环节中各参考电压的确定方法;
经济迅速发展与法律相对滞后之间的紧张关系诱发了行政惯例。
在对其进行基于位移加载的动态试验中,其恢复力-位移曲线为一迟滞环。
1·The hysteretic curve of the damper with concrete ductility column is plumper.
混凝土延性柱耗能器的滞回曲线饱满;
2·The spectrum curves determined for linearly elastic systems still have significance for nonlinear hysteretic vibrations.
线性弹性系统确定的谱曲线对非线性滞回振动仍然是有意义的。
3·From experiments of a series of load-unload cycles for rock samples by MTS pressure machine, the hysteretic stress-strain curves of different rock samples are acquired.
对不同的岩石样品在MTS伺服压力机上进行了一系列的循环加、卸载实验,得到了不同岩石的应力-应变的滞回曲线。
4·By introducing the hysteretic behavior of masonry, this model can be used for the elastoplastic time history analysis of masonry buildings with complex configuration.
引入了砌体的滞回特性,该模型可用于复杂体型砌体结构房屋弹塑性地震反应时程分析。
5·The principle and method in utilizing the elastic secant stiffness in the reinforced concrete nonlinear hysteretic analysis were presented.
分析弹性割线刚度运用于钢筋混凝土非线性滞回分析的原理和方法。
1·These may explain that lack of soil boron in the summer was caused by increase of boron hysteretic desorption in soil in higher temperature, not by decrease of boron adsorption in soil.
这些结果可以解释在夏季,土壤缺硼并不在于硼在土壤上的吸附减弱,而是土壤用滞后解吸在高温下得到加强的缘故。
2·Then an example of retrofit techniques of steel truss bridge is introduced, in which the concept of damage control design is adopted introducing an girder floor isolation system and hysteretic damper.
另外,还例举说明了钢桁架桥的改造,其设计引入了震害控制的观念,采用了桁架桥板梁隔震系统和滞后减振装置。
3·The results show that the sorption and desorption of phenanthrene and 1,3,5-trichlorobenzene are highly nonlinear and significantly hysteretic.
结果表明,菲和1,3,5 三氯苯的吸附解吸等温线均表现出较强的非线性和解吸滞后。
4·An experimental model for studying the dynamic response of bilinear hysteretic system is developed.
本文介绍一个研究双线性滞后系统响应的实验装置。
5·Based on the assumption of hysteretic damping, seismic response of soil layer was analyzed by using the methods of time domain and frequency domain separately.
采用滞后阻尼假定,分别应用时域和频域分析方法对土层的地震反应进行计算。