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用实测模态参数修正弹性连杆机构动力学模型
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作者 于德介 刘福强 《动态分析与测试技术》 1997年第1期10-14,共5页
本文基于弹性连杆机构的运动弹性动力学分析,提出了一种利用实测模态参数数据修正弹性连杆机构有限元动力学模型的方法。该方法利用模态参数的特征关系和正交关系导出待修正参数的识别方程。
关键词 弹性 连杆机构 模型修正 实测模态参数
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利用低阶环境振动实测模态识别实桥抗弯刚度
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作者 袁红茵 袁晓星 《中国市政工程》 2014年第1期76-78,97-98,共3页
利用有限权量平差的最小二乘解识别方法和环境振动实测低阶模态对某三跨连续箱梁实桥结构单元抗弯刚度进行了识别。首先通过对有限元动力计算模型进行模拟误差分析,确定有限权量的最佳平差参数;再利用实测低阶模态对结构单元抗弯刚度进... 利用有限权量平差的最小二乘解识别方法和环境振动实测低阶模态对某三跨连续箱梁实桥结构单元抗弯刚度进行了识别。首先通过对有限元动力计算模型进行模拟误差分析,确定有限权量的最佳平差参数;再利用实测低阶模态对结构单元抗弯刚度进行识别。结果表明,现有测试技术对实际桥梁结构识别是可行的,基本满足工程精度要求。 展开更多
关键词 环境振动 实测模态识别 三跨连续箱梁实桥 抗弯刚度
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基于实测模态振动数据的悬索桥有限元模型修正 被引量:4
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作者 李金海 王建中 刘静 《公路交通科技(应用技术版)》 CSCD 北大核心 2016年第7期128-130,共3页
为了给悬索桥的结构损伤识别和安全监测工作提供了准确的依据,根据马鞍山左汊悬索桥动静力试验获得的实测模态振动数据,采用基于特征灵敏度的优化设计方法对马鞍山大桥左汊悬索桥有限元模型进行修正。对悬索桥有限元模型修正采用分步修... 为了给悬索桥的结构损伤识别和安全监测工作提供了准确的依据,根据马鞍山左汊悬索桥动静力试验获得的实测模态振动数据,采用基于特征灵敏度的优化设计方法对马鞍山大桥左汊悬索桥有限元模型进行修正。对悬索桥有限元模型修正采用分步修正模型策略,并构造了包括频率响应残差、振型响应残差和位移响应残差项在内的多响应目标函数。研究表明,为了建立一个全面反映悬索桥静动力响应的有限元模型,需在目标函数中包含静动力响应残余项,这样修正后的模型不论是在反映原桥频率、振型等动力响应还是位移、索力等静力响应方面都有着较高的精度。研究结果为大跨度缆索支撑桥梁结构的有限元模型修正提供参考。 展开更多
关键词 悬索桥 模型修正 灵敏度分析 实测模态数据
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某型起重机械低阶模态实测的传感器优化配置
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作者 张氢 倪文锦 +1 位作者 秦仙蓉 孙远韬 《中国工程机械学报》 2013年第3期263-266,共4页
为了在某型起重机械的低阶模态实测实验中获得较高质量的动力学信息,从参数识别的不确定性和多阶模态的振型匹配两个角度,以信息熵和振型相关系数矩阵的最大非对角元两个优化准则给出优化目标函数,采用逐步累积算法,对现场实验传感器配... 为了在某型起重机械的低阶模态实测实验中获得较高质量的动力学信息,从参数识别的不确定性和多阶模态的振型匹配两个角度,以信息熵和振型相关系数矩阵的最大非对角元两个优化准则给出优化目标函数,采用逐步累积算法,对现场实验传感器配置进行优化.另外在低阶模态振型矩阵中加入高阶模态,验证优化算法的有效性. 展开更多
关键词 起重机械 信息熵 振型相关系数 模态实测 优化配置
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结构动力修改研究的几个问题 被引量:7
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作者 唐小兵 潘传富 《武汉汽车工业大学学报》 CAS 1997年第4期84-87,共4页
对结构动力修改的三个问题进行了综述,对逆问题研究中基于实测模态的修改法和基于有限元模型的修改法作了分析。
关键词 结构动力修改 逆问题 实测模态 有限元模型
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围护结构对单层轻钢厂房动力特性影响分析 被引量:2
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作者 曾滨 许庆 +3 位作者 王浩 许涛 李雨航 邓扬 《哈尔滨工程大学学报》 EI CAS CSCD 北大核心 2022年第5期657-666,共10页
为探究围护结构对大型单层钢结构工业厂房动力特性的影响规律,本文选取了一典型现役厂房进行动力特性现场实测,并提出考虑围护结构的有限元建模策略,分析了围护结构设计参数对钢结构厂房动力特性的影响规律。进而提出了刚度与质量修正... 为探究围护结构对大型单层钢结构工业厂房动力特性的影响规律,本文选取了一典型现役厂房进行动力特性现场实测,并提出考虑围护结构的有限元建模策略,分析了围护结构设计参数对钢结构厂房动力特性的影响规律。进而提出了刚度与质量修正系数的概念,建立其相关性模型,最后给出了结构基本周期的实用预测公式。结果表明:本文提出的有限元建模策略可准确模拟大型单层钢结构工业厂房动力特性;若结构设计中不考虑围护结构的作用,计算周期值与实测值相差20%以上;围护结构的板厚与覆盖宽度比对结构动力特性影响显著,而每米波数与钢板坡度等参数的影响可忽略。本文方法可为大型单层钢结构厂房自振周期预测提供参考。 展开更多
关键词 钢结构工业厂房 门式刚架 模态实测 动力特性 围护结构 空间有限元模型 基本周期 线性拟合
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Simulation logging experiment and interpretation model of array production logging measurements in a horizontal well 被引量:1
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作者 Song Hong-Wei Guo Hai-Min +1 位作者 Shi Xin-Lei Shi Hang-Yu 《Applied Geophysics》 SCIE CSCD 2021年第2期171-184,272,273,共16页
The distributions of local velocity and local phase holdup along the radial direction of pipes are complicated because of gravity differentiation,and the distribution of fluid velocity fi eld changes along the gravity... The distributions of local velocity and local phase holdup along the radial direction of pipes are complicated because of gravity differentiation,and the distribution of fluid velocity fi eld changes along the gravity direction in horizontal wells.Therefore,measuring the mixture flow and water holdup is difficult,resulting in poor interpretation accuracy of the production logging output profile.In this paper,oil–water two-phase flow dynamic simulation logging experiments in horizontal oil–water two-phase fl ow simulation wells were conducted using the Multiple Array Production Suite,which comprises a capacitance array tool(CAT)and a spinner array tool(SAT),and then the response characteristics of SAT and CAT in diff erent fl ow rates and water cut production conditions were studied.According to the response characteristics of CAT in diff erent water holdup ranges,interpolation imaging along the wellbore section determines the water holdup distribution,and then,the oil–water two-phase velocity fi eld in the fl ow section was reconstructed on the basis of the fl ow section water holdup distribution and the logging value of SAT and combined with the rheological equation of viscous fl uid,and the calculation method of the oil–water partial phase fl ow rate in the fl ow section was proposed.This new approach was applied in the experiment data calculations,and the results are basically consistent with the experimental data.The total fl ow rate and water holdup from the calculation are in agreement with the set values in the experiment,suggesting that the method has high accuracy. 展开更多
关键词 horizontal well oil–water two-phase array production logging tool interpretation model dynamic simulation logging experiment
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一种粘滞阻尼体系阻尼矩阵识别新方法 被引量:4
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作者 刘福顺 王卫英 《工程力学》 EI CSCD 北大核心 2011年第5期233-238,244,共7页
阻尼是结构动力学分析的重要参数,对阻尼矩阵的估计一直是动力学建模的难点。该文提出一种适用于粘滞阻尼体系的阻尼矩阵识别方法。该方法的一个优点是能够考虑阻尼矩阵中非零元素的不同分布形态;另一个优点则是应用有限的低阶实测模态... 阻尼是结构动力学分析的重要参数,对阻尼矩阵的估计一直是动力学建模的难点。该文提出一种适用于粘滞阻尼体系的阻尼矩阵识别方法。该方法的一个优点是能够考虑阻尼矩阵中非零元素的不同分布形态;另一个优点则是应用有限的低阶实测模态可相对准确的估算结构的阻尼矩阵,从而更好的适应目前只有有限的低阶模态能够相对准确测得的现状。该文采用5自由度的弹簧-质量-阻尼体系验证方法的正确性与有效性。数值结果表明:1)该方法能够很好的匹配任何一阶或多阶所关心的实测阻尼比;2)应用有限的低阶实测模态时可相对准确的估算结构的阻尼矩阵。 展开更多
关键词 粘滞阻尼 阻尼矩阵 阻尼识别 阻尼比 低阶实测模态 复振型
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Vibrational characteristics of piping system in air conditioning outdoor unit 被引量:17
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作者 S. K. LOH W. F. FARIS +1 位作者 M. HAMDI W. M. CHIN 《Science China(Technological Sciences)》 SCIE EI CAS 2011年第5期1154-1168,共15页
The modal analysis of piping system in air conditioner (AC) outdoor unit is essential to investigate the vibration properties of the system. In view of the growing significance of numerical finite element (FE) model f... The modal analysis of piping system in air conditioner (AC) outdoor unit is essential to investigate the vibration properties of the system. In view of the growing significance of numerical finite element (FE) model for vibration behaviour prediction, the AC piping elastic end support characterization has been explored. The axial and radial stiffness variables (ka, kr1, kr2) of the compressor-piping mounting are obtained and represented by dynamic stiffness of compressor grommet. They are obtained from dynamic load deflection test based on compressor operating condition such as excitation frequency and amplitude. The unknown stiffness variables of the other tube end (chassis-piping mounting) are determined by parameter fine tuning. An experimental modal analysis using impact hammer test has also been employed to determine the vibration properties such as natural frequencies, mode shapes and damping ratio of the piping structures. The modal parameters acquisition using SCADAS mobile acquisition system and LMS Impact Testing software is compared with the corresponding simulated modal properties using Abaqus. Most of the simulated natural frequencies achieve good correlation with the measured frequencies and it is reasonably a good prediction model to predict vibration behaviour of AC piping structures. 展开更多
关键词 air conditioning outdoor unit PIPING modal analysis vibration characteristics
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Experimental measurement of covariance matrix of two-mode entangled state 被引量:2
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作者 YU XuDong LI Wei +1 位作者 JIN YuanBin ZHANG Jing 《Science China(Physics,Mechanics & Astronomy)》 SCIE EI CAS 2014年第5期875-879,共5页
A two-mode entangled state was generated experimentally through mixing two squeezed lights from two optical parametric amplifiers on a 50/50 beam splitter.The entangled beams were measured by means of two pairs of bal... A two-mode entangled state was generated experimentally through mixing two squeezed lights from two optical parametric amplifiers on a 50/50 beam splitter.The entangled beams were measured by means of two pairs of balanced homodyne detection systems respectively.The relative phases between the local beams and the detected beams can be locked by using the optical phase modulation technique.The covariance matrix of the two-mode entangled state was obtained when the relative phase of the local beam and the detected beam in one homodyne detection system is locked and the other is scanned.This method provides a way by which one can extract the covariance matrix of any selected quadrature components of two-mode Gaussian state. 展开更多
关键词 optical parametric amplifier Gaussian entangled state covariance matrix
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Influence of static pre-loading on the dynamic bending strength of concrete with particle element modeling 被引量:4
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作者 WU Ming Xin ZHANG Chu Han 《Science China(Technological Sciences)》 SCIE EI CAS CSCD 2015年第2期284-296,共13页
Experimental tests show that static pre-loading has a significant effect on the dynamic strength of concrete.Based on meso-scale particle element model,numerical simulations of dynamic bending tests with pre-loading a... Experimental tests show that static pre-loading has a significant effect on the dynamic strength of concrete.Based on meso-scale particle element model,numerical simulations of dynamic bending tests with pre-loading are performed.Complete stress–strain relationships are then obtained.Significant increase in dynamic strength is found when the pre-loadings are imposed within the elastic limit of concrete.However,when the imposition of pre-loadings reaches the plastic or softening range,dynamic strengths may gradually decrease along with the increase in pre-loadings.The distribution of energy components and the failure modes are discussed to explain the mechanisms of the phenomena. 展开更多
关键词 CONCRETE static pre-loading dynamic bending strength rate effect particle element modeling
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