泄流激励下水工闸门运行模态参数自动识别     

张钰奇  赵华东  付春健  铁瑛  李何林 《农业工程学报》2022,38(20):59-66

为了能够自动快速准确的识别泄流激励下水工闸门的模态参数,解决系统稳态图自动化定阶困难和真实模态筛选的问题,该研究提出了一种改进的势能聚类（Potential-based Hierarchical Agglomerative,PHA）的协方差驱动随机子空间（Covariance-driven Stochastic Subspace Identification,COV-SSI）水工闸门自动模态参数识别方法。首先采用小波阈值的方法对采集信号进行去噪处理。再通过奇异值加权判断指标（Singular-value Weighted Index,SWI）进行系统阶次及稳态图最大阶次的自动化确定,剔除稳态图中的噪声模态,进一步使用势能聚类方法实现结构模态参数的自动化识别。将该方法应用于泄流激励下弧形闸门试验模型中,并与锤击法测试结果进行对比分析,结果表明,所提识别方法在无需人工激励条件下,能够实现系统阶次和稳态图最大阶次的自动化确定,剔除稳定图中虚假极点。通过与试验对比,该方法平均相对误差为3.5%,可用于泄流激励下水工闸门结构运行模态参数的自动智能化识别。  相似文献   

2TYB-450型水稻田间育秧播种机的设计     

吕恩利  刘妍华  沈小敏  阮桂文  马旭 《安徽农业科学》2009,37(33):16535-16536

针对水稻田间育秧播种的要求，设计了同步驱动轮与机械振动排种相结合的2TYB 450型水稻田间育秧播种机，试验结果表明：以取秧面积为1.96 cm^2、3-7粒/取秧面积为合格时，播种合格率为66.2%，空穴率为3.8%；且排种稳定性较好，能够满足水稻田间育秧播种的农艺要求。  相似文献   

非比例结构阻尼系统的振动控制     

秦金旗  唐驾时 《湖南农业大学学报(自然科学版)》2007,34(10)

提出了一种非比例结构阻尼系统的振动控制方法.把模态阻尼矩阵分为对角阻尼矩阵和对角元素为零的非对角阻尼矩阵,将非对角阻尼矩阵视为小量,用摄动方法求解这个受控系统,可得到非比例阻尼系统的近似解析解,实现对非比例阻尼系统的振动控制.数值模拟说明此方法有较高的精度,可在土木工程高层结构的振动分析中应用.  相似文献   

悬索斜拉索组合式跨越管桥风致振动分析   总被引：2，自引：0，他引：2  

胡桂明  刘庆刚  周昌玉  沈士明 《油气储运》2007,26(7):25-29

应用大型有限元分析软件ANSYS,分别建立了大跨度悬索斜拉索组合式管桥建造时成桥状态和服役20年后运行状态的有限元模型。通过对管桥两种状况下的模态分析,获得管桥前二十阶固有频率和模态振型。在模态分析的基础上,进一步对管桥进行风致振动分析。分析结果表明,风力的等级对管桥疲劳载荷幅值的大小影响不大;管桥在服役20年后,管道和拉索的疲劳载荷幅值低于管道和拉索允许的疲劳强度值,不会引起管桥的疲劳失效,但要高于20年前建造时的疲劳载荷幅值水平。  相似文献   

斜拉索-粘性阻尼器系统动力特性分析的模态坐标法     

范丽萍 《中南林业科技大学学报(自然科学版)》2007,27(6):135-139,173

粘性阻尼器是抑制斜拉桥拉索振动的一种有效方式.设计拉索减振系统的一个关键步骤是确定斜拉桥-粘性阻尼器系统的等效阻尼比,因此提出了一种分析这一问题的模态坐标法.通过准确地选取第一振型的振型函数,只需50阶振型就可得到满意的效果.以一根实桥拉索的设计参数为例,应用本方法考察了各种因素对模态阻尼比的影响.  相似文献   

林用装卸桥设计荷载取值的研究     

刘道云  杨仁 《吉林林学院学报》1997,13(2):95-97

分析目前贮木场装卸桥出现的技术事故，对传统的设计荷载的依据提出了质疑。经过对工作过程的分析，应用了力学Ｌａｇｒａｎｇｅ原理，建立了货物提升和下降运动的二自由度振动方程，并求解方程的特征植，得出了最大动荷载的计算与下降速度有关。它产生于货物下降时制动的瞬间而不是货物提升离地的初瞬间。  相似文献   

具集中质量悬索在轴向激励作用下的主共振分析     

陈自力  邓瑞基  李倩妹 《中南林业科技大学学报(自然科学版)》2007,27(4):59-65

针对具有集中荷载作用的两端固定悬索在悬索端点外激励作用下悬索系统发生的强迫振动,研究了激励频率接近悬索主共振频率时,系统产生的主共振.1)采用多尺度法,得到了不同振型的主共振分叉图和主共振分叉点的解析解;2)通过实例计算,得到了悬索的不同振型的主共振分叉图和主共振分叉点位置.  相似文献   

梁弯曲振动边界元法仿真研究初探     

傅彩明  毛文贵 《中南林业科技大学学报(自然科学版)》2006,26(5):120-124

简要分析了有限元法和边界元法在梁类零件振动仿真分析中的优点和缺点．梁是常用的机械结构件,在工程机械中的应用非常广泛．应用边界元法对矩形梁弯曲振动进行了仿真分析,当梁的弹性常数不变而横截面的高宽比改变时．其固有振动频率会相应地改变,为通过改变结构参数来改善梁结构的动力学性能进行理论探索．  相似文献   

Initial shapes of stress-strain curve of wood specimen subjected to repeated combined compression and vibration stresses and the piezoelectric behavior     

Takahisa Nakai  Hiroyuki Yamamoto  Masatoshi Hamatake  Tetsuya Nakao 《Journal of Wood Science》2006,52(6):539-543

This study investigated the relationship between the initial shape of the stress (σ)-strain (ε) curve of a Chamaecyparis obtusa wood specimen subjected to repeated combined compression and vibration stresses at various angles between the fiber direction and load direction and the piezoelectric behavior. The main findings of the study are: (1) the σ-ε curve became convex initially, and then the stress was proportional to the strain. The σ-ε curve had almost the same shape during both loading and unloading. (2) The σ-piezoelectric voltage (P) curve was nonlinear, with a maximal point or cusp on the curve, which had almost the same shape during both loading and unloading, as was also observed for the σ-ε curve. (3) The plot of the first derivative of the stress [dσ/dε (= σ′)] against ε was nonlinear. The σ′-ε and P-ε curves at various angles were fairly similar. (4) The stress at the maximal point (or cusp) of the σ-P curve decreased with an increase in the angle between the fiber direction and load direction. The tendency of the stresses was very similar to that of Young’s modulus and compression strength calculated from Hook’s law and Hankinson’s law, respectively.  相似文献   

Application of modal analysis by transfer function to nondestructive testing of wood II: modulus of elasticity evaluation of sections of differing quality in a wooden beam by the curvature of the flexural vibration wave   总被引：1，自引：0，他引：1  

X.?Yang  T.?Amano  Y.?IshimaruEmail author  I.?Iida 《Journal of Wood Science》2003,49(2):140-144

 The shape of the flexural vibration wave of wooden beams at the first mode was detected using the transfer function. The dynamic modulus of elasticity (MOE) of beam sections of differing quality was estimated from the ratio of the curvature of the wave shape in this section to that of a clear beam. The results were as follows: (1) If a section with a lower dynamic MOE was introduced into a clear wooden beam, the curvature of the wave shape in that section became higher. (2) The ratio of the MOE and the reciprocal of the curvature ratio were highly correlated. (3) The MOE of a defect could be estimated, and the position of the defect could be determined accurately by examining the curvature of the flexural vibration wave shapes. Received: March 22, 2002 / Accepted: May 15, 2002 Part of this report was presented at the 50th Annual Meeting of the Japan Wood Research Society, Kyoto, April 2000. This article is translated from the Japanese version, which was published in Mokuzai Gakkaishi 47(5), 2001 Correspondence to:Y. Ishimaru  相似文献