1) Jiles-Atherton hysteresis model
Jiles-Atherton滞回模型
2) JILES-ATHERTON hysterisis model
JILES-ATHERTON磁滞模型
3) Jiles-Atherton model
Jiles-Atherton模型
1.
Hysteresis compensation of giant magnetostrictive actuator based on Jiles-Atherton model;
Jiles-Atherton模型的超磁致伸缩驱动器磁滞补偿控制
2.
A hysteretic model of a giant magnetostrictive device for magnetic force control is established based on the Jiles-Atherton model,the law of approach for the magnetomechanical effect and the magnetic circuit law.
基于Jiles-Atherton模型、磁机械效应方法定律和磁路定律,建立一个超磁致伸缩磁力控制器件的滞回模型。
4) hysteretic model
滞回模型
1.
Research on moment-curvature hysteretic model of concrete-filled circular steel tubular beam-columns;
圆钢管混凝土压弯构件弯矩-曲率滞回模型研究
2.
On the base of the force and displacement relationship obtained by the test, the hysteretic model of Mix Friction Energy Dissipation Braces has been raised in this paper.
根据由试验获得的复合型摩擦消能支撑滞回曲线 ,提出了复合型摩擦消能支撑的滞回模型 ,并用它来拟合试验结果。
3.
By nonlinear time history analysis of SDOF systems, influence of hysteretic model and post-yield stiffness on the inelastic displacement spectrum is discussed.
采用根据我国现行《建筑抗震设计规范》生成的人工地震波,对单自由度体系进行弹塑性时程分析,讨论了滞回模型、屈服后刚度等对弹塑性位移反应谱的影响。
5) hysteretic models
滞回模型
1.
An introduction of several representative confinement hysteretic models;
几种有代表性的约束混凝土滞回模型
2.
Displacement and energy response of single degree freedom systems with different hysteretic models;
不同滞回模型下单自由度系统的位移和能量反应
3.
Importance of ductility, damping and the energy-dissipating capacity through plasticity in earthquake-resistance and vibration absorption is explored in this thesis through analysis of SDOF with different hysteretic models under impact and harmonic loads.
本文首先通过对冲击和简谐荷载作用下的不同滞回模型(理想弹塑性(EPP)、弹塑性-线性强化(ELH)、滑移剪切(SSP)和理想双线性弹性模型(BIL))的SDOF(single degree of freedom)振子进行了理论和数值的分析,以考察塑性耗能、阻尼耗能和延性对于抗震和减振的意义。
6) hysteresis model
滞回模型
1.
To effectively portray the dynamic behavior of MRF-04K damper,a hysteresis model is proposed based on the testing results of the damper.
在MRF-04K阻尼器动力特性试验的基础上提出了一种能够准确描述该阻尼器特性的滞回模型,通过实测曲线与模拟曲线的对比分析表明,该模型能够真实反映阻尼器的滞回特性。
2.
With the dual aseismic structural model and the Takeda slip hysteresis model, the seismic responses of dual functional shear wall with built-in slits are studied by elasto-plastic dynamic analysis method.
根据双重抗震结构模型，由双功能带缝剪力墙反复荷载试验得到滞回曲线，选择了Takeda滑移型滞回模型，对其进行了弹塑性地震反应分析。
3.
To obtain the accurate dynamical model of a magnetorheological (MR) damper for convenient control,damping characteristic experiments were conducted on a MR damper subjected to cyclic excitation,and the experimental data were used to fit the hysteresis model could be adopted to characterize the dynamic response of the MR damper.
为了获得磁流变减振器便于控制的精确力学模型,在正弦激励下对磁流变减振器进行了特性试验,利用试验数据拟合了一种滞回模型,以此来表示磁流变减振器的动态响应特性,比较由此模型仿真和实测的阻尼力,表明此模型既能较好地描述其滞回特征,亦能简单明了地表达逆向动态特性,可在开环控制策略下容易地获得理想的阻尼力,利用此模型设计了一个开环控制策略下的模糊控制器,比较所设计的模糊控制器和天棚控制器及被动悬架的性能,采用四分之一悬架模型来进行分析和仿真,随机路面激励下的数值仿真进一步证实了此控制器的有效性,其综合性能比天棚控制和被动悬架均有较大幅度的提高。
补充资料：[styrene-(2-vinylpyridine)copolymer]
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性质：学名苯乙烯-2-乙烯吡啶共聚物。微黄色粉末或透明小颗粒晶体。无臭，无味。不溶于水，溶于酸、乙醇、丙酮、氯仿。有抗水、防潮性能，适用于多种药片的包衣等。
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CAS号：
性质：学名苯乙烯-2-乙烯吡啶共聚物。微黄色粉末或透明小颗粒晶体。无臭，无味。不溶于水，溶于酸、乙醇、丙酮、氯仿。有抗水、防潮性能，适用于多种药片的包衣等。
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