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Taking the gradient property of piezoelectric parameters g-(31),elastic compliance parameters S-(33) and density ρ along z direction into account,some parameter identification methods for a functionally gradient piezoelectric material are studied in the present analysis.

当考虑压电材料的压电参数g31,弹性参数S33和材料密度ρ沿厚度呈梯度变化时,通过测量压电材料悬臂梁在电场或横向集中力作用下梁的宏观反映,给出了确定这些参数分布的公式,包括g31、S33的单参数识别及体积力与联合参数识别的方法。

Through the proposed error index the on-line adaptive tracking of system parameter can be identified.

此方法能够在严重的动力事件中识别系统参数瞬间的改变,此外也可以应用於识别非线性系统之恢复力的背脊线。

In addition, the filtering effect of structural transfer function and how to form a inverse pilter by making use of system transfer characteristics in frequency and time domain to identify the dynamic load were studied.

在第三章中,根据煤矿机械的特点,提出用三向加速度响应信号识别采掘机械三向力谱的方法,指出结构传递函数的滤波作用,同时在频域及时域内详细研究了如何利用传递函数构成反滤波器从而识别载荷频谱的方法。

In order to improve and simplify the solution, the relationship between frequency and cable tension was studied by conducting numerical iterative computation. Furthermore, the format of the existing formula for cable tension identification was investigated, and one set of practical formula for cable tension identification were proposed by employing numerical fitting method.

为提高精度及简化计算,通过分析迭代计算得到的反映频率与索力相关关系的曲线,和已有索力识别经验公式的形式特点,进行数值拟合,提出一组索力计算的实用公式。

Then the parameter group and identifmbility criterions were discussed. The identification algorithm based on the Simulated Annealing-Simplex Shape algorithm was proposed.

对基于静力位移结构识别问题的参数分组及可辨识性标准进行了讨论,建立了基于模拟退火-单纯形的完全非线性识别算法。

First of all, the multi-degree-of-freedom equation of motion of the rotor-bearing system, under the action of non-linear oil forces, are derived by Ritz' s method according to d' Alembert' s principle.

轴承系统的不平衡量,给出了一种适合参数识别的非线性油膜力表达式,并引入遗传算法来识别非线性油膜力的动力系数和不平衡的大小和位置。

The minimal energy conformations of host-guest complexes were obtained with Tripos force field. Molecular dynamics simulations were carried out to investigate chiral molecular recognition and the distribution of hydrogen bonds. The energies of recognition system were calculated with MM+ force field as well.

首次将分子力学方法引入卟啉的手性分子识别领域的研究;用Tripos力场研究了主客体配合物最低能量构象,比较了同一主体与互为对映异构体的两个氨基酸甲酯形成的配合物的能量差异;用分子动力学模拟方法研究了手性分子识别行为及体系的氢键分布;用MM+力场研究了识别体系的能量。

In addition, the undeformed chip thickness in arbitrary feeding direction is also derived in order to implement the computer simulation under numerical control environment.

在铣削力系数识别方法研究方面,借助里兹法的基本思想,首次提出了一种基于瞬时切厚的非时变铣削力系数识别模型。

These results suggest that:(1) kin recognition is primary mechanism of inbreeding avoidance in estrus female root voles;(2) memory of a siblings scent may be a mechanism of sibling recognition by estrus females, and familiarity after weaning can reinforce permanence of this memory;(3) post coital familiarity may be a mechanism of maintaining inbreeding avoidance in female root voles.

故认为:断奶后嗅觉识别持久力是发情雌性根田鼠亲属识别的机制,亲属识别是最初发情的雌性根田鼠配偶选择中近交回避的首要途径和机制,熟悉性是维持雌性根田鼠配偶选择实现近交回避的机制和特征。

First, this paper presents three girders model with double cable planes which main girder and side girder is connected by rigid arms, analyzes the dynamic characteristic of Yonghe cable-stayed bridge and obtains its natural vibration modes (i.e., frequency, damping values and the mode shapes ) by ANLSIS structural analysis program and uses these parameters as dynamic dactylogram of the intact case of cable-stayed bridge. Using the passage of random as the ambient vibration ,the dynamic properties of Yonghe Bridge is measured and the modal parameter of its 15 years after is identified and used as dynamic dactylogram of the damaged case. By the finite element analysis and locale vibration test, damaged and undamaged modal parameter is analyzed and curvature mode shape, which is sensitive to damage state, is introduced as possible candidate for identifying and locating damage in the cable-stayed bridge. Selecting the branch of part measured point from modal parameter, this paper deduces the damaged index which can detect the possible damaged location of the cable-stayed bridge deck and identifies the damaged region and degree for Yonghe Bridge. For the purpose of structural condition monitoring in in-situ , from another viewpoint, this paper introduces the method called the best optimization vector to detect damaged location and degree. The accuracy and reliability of the method presented in this paper are demonstrated by static analysis and test and the healthy state of Yonghe Bridge can be evaluated.

建立了双索面通过刚臂与主梁及边梁相连的三梁式力学模型,采用ANSYS结构分析程序对永和斜拉桥进行动力分析,对其振动模态参数进行识别,以此作为斜拉桥完好状态下的动力&指纹&;采用自由交通流作为环境振源,对永和斜拉桥动力特性进行测试,识别出永和斜拉桥使用15年后的模态参数,确立了破损状态下的动力&指纹&;利用有限元分析、现场振动测试,对破损前后的模态参数进行分析,提取对破损状况较敏感的模态曲率作为斜拉桥破损诊断的参数;并从模态参数中选取部分点的分量,导出可以指示斜拉桥桥面大概损伤位置的Index损伤指标,识别出斜拉桥发生破损的区段及破损程度;考虑大型斜拉桥在线监测要求识别破损的具体位置,从另一角度提出采用最优矢量法具体确定破损发生的位置及程度;为验证本文研究成果,对永和斜拉桥进行静力分析及静力测试,对其健康状况提出可靠的评价。

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