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Geometric Characteristic Analyze of the Dynamic Deflection Basin

动态弯沉盆几何特性分析

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The input of the fuzzy controller is the suspension dynamic deflection and its change.

以悬架的动挠度为反馈量,以动挠度和动挠度的变化为模糊控制器的输入量。

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Calculating the dynamic deflection from bridge measuring acceleration

桥梁动挠度计算的加速度积分方法

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By measuring dynamic deflection of the slab, the foundation reaction modulus is got.

用测得的动弯沉反算出地基反应模量。

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The Measurement of Dynamic Deflection at Jin Gang Bridge

金钢桥成桥实验中的动挠度检测

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Nondestructive Test of the Dynamic Deflection Modulus of Elasticity for Particleboard

刨花板动态抗弯弹性模量的无损检测

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This design gives a new study way to measure the dynamic deflection of bridge by using the optical fiber gyro.

本桥梁动挠度测量系统采用惯性基准仪器光纤陀螺仪作为采集器件,从一个独特的应用方向作了全新的研究尝试。

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Performance of Mechanical Axisymmetric Vectoring Nozzle During Dynamic Deflection

机械式轴对称矢量喷管动态偏转的矢量特性研究

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Shape of Dynamic Deflection Basin of Stiff-Flexible Bonding Pavement Subjected to Dynamic Load

刚柔复合路面结构弯沉盆形态分析

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It is difficult to direct measure the dynamic deflection compare to measure the acceleration of the bridge.

车辆通过时桥梁动挠度的测量与加速度测量相比有很多困难,因此考虑由加速度积分求得桥梁的动挠度。

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The Temperature Adjustments for Dynamic Deflection and Back-calculated Moduli of AC Pavement

沥青路面动态弯沉及反算模量的温度修正研究

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The calculated example indicated that the result of dynamic deflection obtained by acceleration integration is very good according to exact solution.

算例表明,常荷载通过桥梁时由加速度积分所得动挠度与精确解吻合得很好。

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The field test indicated that using the method of this article to calculate the dynamic deflection of the bridge is reliable and feasible.

现场实验表明,采用本文的方法对测试加速度积分计算桥梁的动挠度是可靠和可行的。

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Constrained least square deconvolution method is employed to acquire the optimum estimation for the real dynamic deflection in the presence of noise.

采用约束最小平方卷积反演技术获得在最小平方误差意义下对输入的最优估计,为动挠度信号的拾取提供了十分便捷有效的测试手段。

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The reflection wave at the bottom of pile is an important feature of time information for integral determinant of base-pile dynamic deflection.

桩底反射波是进行基桩动测完整性判定的重要时域信号特征。

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The T-beam's dynamic deflection under automobile load spectrum is bigger than its static deflection under design loads and under checking computation loads.

车辆荷载谱作用下T型梁动挠度大于设计荷载及验算荷载静载作用下的挠度,但在设计规范规定的挠度范围之内;

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The quantity factor is defined on the basis of the suspension dynamic deflection, and the proportional factor is defined on the basis of the control effectiveness.

实时控制时根据悬架动挠度确定模糊控制器的量化因子,比例因子还要根据控制的效果确定。又建立了基于规则修改的模糊控制,通过调节修正因子,修改模糊控制规则。

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