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基于结构健康监测系统的悬索桥运行模态识别(英文) 总被引：2，自引：0，他引：2
介绍了联合应用峰值法和互谱法的模态参数识别方法,并提出了一种新的主梁振型优化方法.将上述方法应用于润扬大桥悬索桥的运行模态识别系统中,利用结构健康监测系统采集的振动响应数据获取结构的模态参数.作为应用实例,对台风麦莎作用下的主梁、主缆和桥塔振动响应数据进行了模态参数识别.结果表明:主梁部分振型的模态频率不仅能从主梁的振动响应识别出来,而且能够从主缆和桥塔振动响应中识别,主粱、主缆和桥塔之间存在较强的耦合振动.此外,将运行模态的识别结果和成桥之初的现场测试结果进行了对比,二者识别结果整体上吻合较好,但运行模态系统识别的部分振型模态频率,如L1和L2,发生了较明显的下降. 相似文献
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对遗传算法在结构损伤诊断中的应用进行了分析。以单元刚度折减系数作为待识别参数,用频率误差和振型误差函数构建目标函数和适应度函数,运用遗传算法对折减系数进行计算,识别出结构损伤的位置和程度。实例分析表明了该方法的有效性和实用性。 相似文献
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《浙江大学学报(A卷英文版)》2020,(7)
目的:由于地理位置特殊,跨海大桥周围的环境非常复杂,进而导致跨海桥梁的模态特征复杂多变。本文旨在应用期望最大化贝叶斯快速傅里叶变换(FFT)算法对跨海斜拉桥进行运营模态分析。创新点:1.通过使用期望最大化贝叶斯FFT算法,使得基于贝叶斯的运营模态分析速度更快且收敛性更高;2.成功识别了2.5Hz以内的19阶模态的自然频率、阻尼比以及振型,同时得到了识别参数的不确定性大小。方法:通过应用贝叶斯模态识别算法对某跨海斜拉桥的运营模态数据进行分析,并研究模态参数及其不确定性。结论:应用期望最大化贝叶斯FFT算法能够高效地识别2.5 Hz以内的19阶模态的自然频率、阻尼比和结构振型,并能得出参数识别的不确定性大小。 相似文献
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本文把基于旋转子空间算法的模态参数识别引入到梁桥结构损伤识别中。主要介绍了旋转子空间算法用于桥梁损伤识别的基本理论。旋转子空间算法是基于结构的有限元模型,利用矩阵变换的方法,将损伤位置和损伤程度问题区分开来,实际应用表明,只需利用一阶频率和振型,就可以识别桥的主要损伤位置和损伤程度。 相似文献
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麻胜兰刘昱昊张铮吴琛 《福建工程学院学报》2020,(1):40-45
考虑到基于2范数的正则化算法存在对结构识别结果过度光滑的效果,提出了基于模态振与L1正则化的损伤识别方法。以—2D简支梁有限元模型为数值算例,比较了使用不同振型数不同损伤程度对损伤识别效果的影响。数值模拟结果表明,对于多损伤工况,当损伤结构的振型数和无损结构的振型数乘积数大于6时,能较好地进行损伤定位,并能对损伤程度给出定性的描述。 相似文献
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用有限元计算桥梁结构的前几阶固有频率和振型等模态参数，在此基础上进行现场动态测试，将动测信号进行频谱分析，可识别出桥梁结构的固有频率等参数，综合分析表明，该桥梁结构动力特性的计算值国测识别值两者是一致的，该大桥梁动力特性达到了设计要求。这种计算和现场测试相结合的方法，能可靠得到桥梁结构的动力特性，借此，可检验大桥的施工质量和确定大桥的实际承载能力。 相似文献
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钢桁架结构损伤识别的频响函数曲率法 总被引：1，自引：0，他引：1
为了对桁架结构损伤情况进行比较准确的检测,采用频响函数曲率、频响函数曲率比、频响函数曲率差3个损伤识别指标,用ANSYS对桁架结构进行数值模拟分析,分别考虑了单处损伤、多处损伤,以及杆件出现损伤的确切位置,并且计算了在不同损伤程度下的损伤识别指标。结果表明:对于桁架结构,上述3种损伤识别指标都能检测出结构的损伤位置和损伤程度,但是频响函数曲率比检测的精确性最好,其不仅能检测结构的损伤位置、损伤程度,并且能够根据频响函数曲率比曲线图精确检测判断出结构具体损伤位置为哪一根杆件,为桁架结构的损伤检测增加了精确度。频响函数曲率和频响函数曲率差在进行损伤检测时会受到结构形式的影响,即离支座处越远,指标越不敏感,而频响函数曲率比则不会受到结构形式的影响,能够精确的检测结构的损伤情况。 相似文献
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用有限元计算桥梁结构的前几阶固有频率和振型等模态参数,在此基础上进行现场动态测试,将动测信号进行频谱分析,可识别出桥梁结构的固有频率等参数.综合分析表明,该桥梁结构动力特性的计算值与动测识别值两者是一致的,因此,该大桥动力特性达到了设计要求.这种计算和现场测试相结合的方法,能可靠得到桥梁结构的动力特性,借此,可检验大桥的施工质量和确定大桥的实际承载能力. 相似文献
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通过对CW6163D型机床的激振试验,识别其模态参数和模态振型,掌握了该机床的结构动态特性,分析了该机床的薄弱环节.基于结合面基础特性参数,研究了机床导轨结合部特性的有限元建模方法,并将其用于机床整机的特性分析,为机床整机特性分析中结合部特性参数的确定提供了一种方法.通过有限元计算和试验模态分析的比较,证明两者能很好地吻合,为改善机床的动态特性提供科学的依据. 相似文献
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INTRODUCTION Structural damage detection technique addresses the problem of how to locate and detect damage that occurred in a structure by using the observed changes of its dynamic and static characteristics. In recent years, damage assessment of structure has drawn wide attention from various engineering fields. Gen-erally, the existing approaches proposed in this area can be clarified into two major categories: the dy-namic identification methods using dynamic test data and the static … 相似文献
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lintroductionWithtiledevelopmentoftilespaceandnuclearilldustrieselc.,thefuturestructureswillbeordersofmagnitudelargerandmorecomplexthantheirpredecessors.Keepingthosestructuressaferequirestjlattheintegrityoftilestructuresbeperiodicallymollitored.However,th… 相似文献
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A three-step damage identification method based on dynamic characteristics is proposed to improve the structure reliability and security and avoid serious accident. In the proposed method, the frequency and difference of modal curvature （DMC） are used as damage indexes. Firstly, the detection of the occurrence of damage is addressed by the frequency or the square of frequency change. Then the damage location inside the structure is measured by the DMC. Finally, with the stiffness reduction rate as a damage factor, the amount of damage is estimated by the optimization algorithm. The three-step damage identification method has been validated by conducting the simulation on a cantilever beam and the shaking table test on a submerged bridge. The results show that the method proposed in this paper can effectively solve the damage identification problem in theory and engineering practice. 相似文献
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This paper discusses the collapse mode of thin reinforced concrete (RC) plates sub-jected to blast load. To extend the well known plastic-mode method to analyze, not only perfect-plastic plates , but also RC plates, it is needed to investigate the effect of material cracking on the collapse mode because the plate might have been cracked on both upper and lower surface before the plastic-mode fully develops, creating an unexpected type of collapse mode shape. A new fail-ure mode is proposed and verified by numerical analysis in this paper. The new mode is a result of the material cracking and has an un-negligible effect on the reaction mechanism of the RC plate to the blast load. 相似文献
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GUI Jiang-sheng RAO Xiu-qin YING Yi-bin 《浙江大学学报(A卷英文版)》2007,8(8):1232-1236
A novel approach for fruit shape detection in RGB space was proposed,which was based on fast level set and Chan-Vese model named as Modified Chan-Vese model(MCV) . This new algorithm is fast and suitable for fruit sorting because it does not need re-initializing. MCV has three advantages compared to the traditional methods. First,it provides a unified frame-work for detecting fruit shape boundary,and does not need any preprocessing even though the raw image is noisy or blurred. Second,if the fruit has different colors at the edges,it can detect perfect boundary. Third,it processed directly in color space without any transformations that may lose much information. The proposed method has been applied to fruit shape detection with promising result. 相似文献
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This paper establishes a 3D numerical model for 15# hydropower house of the Three Gorges Project (TGP) and performs a nonlinear static and dynamic damage analysis. In this numerical model, a coupling model of finite and infinite elements for simulating infinite foundation of hydropower station is adopted. A plastic-damage model based on continuum damage mechanics, which includes the softening and damage behavior under tension is considered for the concrete material. The dynamic equilibrium equations of motion are solved by using the HilberHughes-Taylor (HHT) time integration method. Firstly, the static damage response analysis of the hydropower station is conducted due to high tensile stress resulting from large water head and diameter of an inlet pipe. Then, on the basis of static simulation, the dynamic damage analysis of hydropower house subjected to earthquake motion is simulated. Numerical results show that under large water head and diameter of an inlet pipe of the project, the damages are mainly located near the top of the spiral case from the inlet section to the 0° section; under combined loadings of static loads and earthquake, the damages of the concrete surrounding the spiral case increase insignificantly; however, some damages occur on the side walls of the main powerhouse. 相似文献
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周湉 《齐齐哈尔师范高等专科学校学报》2010,(1):133-134,141
在分析写作过程教学法特点的基础上,结合教学实践,构建了大学英语写作新模式,并进行探索、实验。本模式分为写前准备、写作和三次修改等步骤,并借助互联网建立网上教学系统和小型范文库,对学生写作进行全方位的指导。结果表明,新模式有助于大学英语写作水平的培养和提高。 相似文献
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本文在评判学生无差别评教模式内在缺陷的基础上,提出学生平台评教模式。进而运用管理学的理论工具——SWOT(Strength,Weakness,Opportunity,Threat)分析法对学生平台评教模式进行全方位分析和诊断,在综合SW分析和OT分析结果后得出结论:学生平台评教模式是在实践基础上形成,具有评教结果相对合理、运行机制操作性强、普遍适用的一种课堂教学质量评价模式,具有广泛的应用推广价值。 相似文献
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本文提出了基于OBE理念的"概率论与数理统计"课程探究式教学模式,以人为本,尊重学生的实际需求,以OBE为目标,结合专业需要,建立概率论与数理统计的新的教学方法和教学体系,调整教学内容,采取混合教学方法,构建多样化的考核体系,在实际教学活动中落实OBE的思想理念。 相似文献
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高等教育大众化背景下,高校学生生源和课堂教学出现诸多新的特点.如何依据这些特点选择合适的教学模式和方法,是提高课堂教学效果的手段之一.以固体物理课程教学为载体,以教学模式改革为切入点,以构建高效课堂为目标,探索出一套"备、讲、展、点"的教学体系. 相似文献