共查询到19条相似文献，搜索用时 109 毫秒
1.
将特征系统实现法(ERA)与CBSI算法相结合识别海洋平台结构的模态参数(固有频率,阻尼比,振型),利用有限的加速度信号进行结构模态参数识别。海洋平台结构数值模型模拟的动力响应信号用于参数识别。所识别出的海洋平台模态参数与有限元ANSYS分析所得的结果相比较,表明运用本文所提出的方法进行模态参数识别是有效的。 相似文献
2.
3.
《海洋技术学报》2018,(5)
损伤识别是海洋平台结构健康监测的核心问题,对于保障结构的安全服役具有重要的意义。文中将交叉模型交叉模态(CMCM)有限元模型修正方法应用到了导管架式海洋平台结构的损伤识别中。针对实测模态含噪声条件下该方法遇到的"病态"求解难题,引入了截断奇异值分解正则化方法,提出了基于正则化模型修正的损伤识别过程。为验证该过程的有效性,制做了某导管架平台的钢质缩尺简化模型,并在两个典型构件处设置了损伤;利用冲击激励对结构进行了振动测试;根据模态识别结果,采用正则化模型修正过程对各损伤工况进行了损伤识别。结果表明,利用有限的低阶含噪声模态,借助正则化求解技术,该模型修正方法可有效地识别导管架平台结构的损伤。 相似文献
4.
《中国海洋大学学报(自然科学版)》2016,(8)
针对海上风电结构,研究了环境激励下海上风电结构的模态参数识别问题。采用了一种时域联合算法:自然激励法(Natural Excitation Technique,简称NExT)和多参考点复指数法(Polyreference Complex Exponential,简称PRCE)的结合(简称NExT/PRCE方法)对海上风电结构的模态参数进行识别。对某三脚架式海上风电结构进行数值模拟,考虑了风电结构的实际操作工况,对结构施加了随机波浪荷载和风机载荷。利用动力响应数据进行了环境激励下风电整体结构模态参数识别,采用了稳定图与模态置信准则进行了虚假模态的剔除,并分析了NExT中参考通道选取对于模态参数识别效果的影响。通过与有限元模型模态参数比较,验证了NExT/PRCE方法对于风电结构参数识别的有效性。 相似文献
5.
实测信号中的噪声,以及模型阶次的不确定性给模态参数的准确识别带来困难.以提高模态参数识别精度为目标,提出基于模30-定阶和信噪分离的复指数模态参数识别方法.该方法借助奇异值分解技术确定模型阶次,采用结构低秩逼近方法进行信噪分离.在此基础上.利用复指数法进行模态参数识别.分别选取一维的悬臂梁模型和二维的悬挂板模型进行物理模型实验,结果表明:该方法提高模态参数的识别梢度,尤其是阻尼比的识别精度,具有较好的工程应用前景. 相似文献
6.
实测信号中的噪声,以及模型阶次的不确定性给模态参数的准确识别带来困难。以提高模态参数识别精度为目标,提出基于模型定阶和信噪分离的复指数模态参数识别方法。该方法借助奇异值分解技术确定模型阶次,采用结构低秩逼近方法进行信噪分离。在此基础上,利用复指数法进行模态参数识别。分别选取一维的悬臂梁模型和二维的悬挂板模型进行物理模型实验,结果表明:该方法提高模态参数的识别精度,尤其是阻尼比的识别精度,具有较好的工程应用前景。 相似文献
7.
高桩码头在长期使用过程中结构损伤是普遍存在的问题,有效检测结构损伤特别是隐蔽性部位对保证码头安全运营具有重要作用。利用NExT-ERA模态参数识别算法和模态应变能损伤定位原理,编制模态参数识别和损伤诊断程序。通过数值算例分析,验证环境激励下高桩码头排架基于模态参数识别及模态应变能进行损伤诊断的可行性和准确性。研究结果表明:NExT-ERA模态识别方法能较精确识别出高桩码头排架的动力参数;模态应变能变化率作为损伤诊断指标对损伤单元有较强的敏感性,能够识别出高桩码头不同工况下的损伤。 相似文献
8.
浅水区波浪非线性效应对砂质海床动力响应的影响 总被引：4，自引：2，他引：2
以广义Biot动力固结理论为基础,运用一阶椭圆余弦波和二阶Stokes波等非线性波浪理论考虑浅水区波浪荷载的非线性效应,在时域上采用有限元方法对非线性波浪力作用下饱和砂质海床的动力响应进行了数值求解,并与线性波浪作用下海床动力响应特性进行了对比分析。结果表明,随着波长与水深之比L／d及无量纲参数T(g/d)^1/2的增大,非线性波浪对海床动力响应的影响增大。与线性波浪理论相比,孔隙水压力与有效应力幅值的增大效应非常显著。因此在近海海洋建筑物设计与工程场地评价中,波浪力的非线性特性必须引起注意。 相似文献
9.
10.
基于BP神经网络控制方法设计了一种适用于自升式海洋平台的智能控制系统。为了验证该控制系统的有效性,以墨西哥湾海域某典型深水自升式海洋平台为原型,根据动力相似准则按照1∶40的相似比设计海洋平台试验模型,采用磁流变阻尼器作为实施该智能控制方法的控制器,并对其主要参数进行了设计。在此基础上,在波浪水池中分别对有、无安装控制系统的自升式海洋平台模型进行了多工况的波浪试验,通过对比安装控制系统前后平台结构的响应幅度,研究了控制系统的振动控制效果。试验结果表明:基于BP神经网络的磁流变阻尼智能控制系统能够有效地控制自升式海洋平台结构的动力响应,且控制效果稳定。 相似文献
11.
使用相似原理构建缩尺模型是探究大型结构性能的最基本和最优途径。基于PATRAN软件的PCL语言与ISIGHT软件,提出一种联合静动力学、拓扑优化与多目标优化的集装箱相似畸变模型构建方法。利用拓扑优化的SIMP法(Solid Isotropic Material with Penalization)得到缩尺集装箱墙壁结构的最优材料分布,既保证了结构性能又降低了缩尺模型的重量;基于全局多目标算法建立优化模型,采用有限元方法对集装箱性能进行分析,以结构刚度和一阶模态频率为目标函数进行寻优,得到相似模型的最优设计参数。最终利用有限元分析验证该模型的合理性。结果表明:该方法具有一定的通用性,能为其它类似结构的相似模型构建提供参考。 相似文献
12.
- In this paper, a computation method has been developed so as to compare the finite element method (FEM) with the test results directly. The structure is divided into the "master" and "slave" degrees of freedom. The simplified model can be obtained with modal reduction. Then the design sensitivity analysis of the eigenvalues and eigenvectors has been carried out using the modal frequency and modal shape of the test. A two-story frame structure and a jacket model structure have been calculated. Meanwhile, the modified coefficient, the FEM computational and experimental values have been given. It has been shown that the FEM model modified using the test modal value is efficient. 相似文献
13.
14.
We present the derivation of the discrete Euler–Lagrange equations for an inverse spectral element ocean model based on the shallow water equations. We show that the discrete Euler–Lagrange equations can be obtained from the continuous Euler–Lagrange equations by using a correct combination of the weak and the strong forms of derivatives in the Galerkin integrals, and by changing the order with which elemental assembly and mass averaging are applied in the forward and in the adjoint systems. Our derivation can be extended to obtain an adjoint for any Galerkin finite element and spectral element system.We begin the derivations using a linear wave equation in one dimension. We then apply our technique to a two-dimensional shallow water ocean model and test it on a classic double-gyre problem. The spectral element forward and adjoint ocean models can be used in a variety of inverse applications, ranging from traditional data assimilation and parameter estimation, to the less traditional model sensitivity and stability analyses, and ensemble prediction. Here the Euler–Lagrange equations are solved by an indirect representer algorithm. 相似文献
15.
16.
The structural dynamic behaviour of a fast patrol boat is studied with two- and three-dimensional idealizations for dry-hull analysis. A preliminary two-dimensional beam analysis is conducted by means of the Prohl-Myklestad method to derive a first estimate of the first four symmetric mode shapes. A more complex three-dimensional finite element model is developed in order to evaluate the modal characteristics for both symmetric and coupled anti-symmetric distortions, with the emphasis placed on the former. 相似文献
17.
In the 21st century,people have come to the era of ocean science and ocean economy.With the development of ocean science and technology and the thorough research on the ocean,underwater mating technique has been widely used in such fields as sunk ship salvage,deep ocean workstation,submarine lifesaving aid and military affairs.In this paper,researches are made home and abroad on mating technology.Two-joint mating system of underwater vehicle is designed including plane system,three-dimensional assembly system and control system in order to increase the capacity of adapting platform obliquity and adopting rotational skirt scheme.It is clear that the system fits the working space of underwater vehicle passageway and there is no interference phenomenon in assembly design.The finite element model of the system shell and the pressurization of the joint are established.The results of the finite element computing and the pressing test are accordant,and thus it can testify that the shell material meet the need of intension and joint pressurization is reliable.Modeling of the control system is accomplished,and simulation and analysis are made,which can provide directions for the controller design of mating system of underwater vehicles. 相似文献
18.
The time series of the dynamic response of a slender marine structure was predicted in approximate sense using a truncated quadratic Volterra series. The wave-structure interaction system was identified using the NARX (Nonlinear Autoregressive with Exogenous Input) technique, and the network parameters were determined through supervised training using prepared datasets. The dataset used for network training was obtained by nonlinear finite element analysis of the slender marine structure under random ocean waves of white noise. The nonlinearities involved in the analysis were both large deformation of the structure under consideration and the quadratic term of the relative velocity between the water particle and structure in the Morison formula. The linear and quadratic frequency response functions of the given system were extracted using the multi-tone harmonic probing method and the time series of the response of the structure was predicted using the quadratic Volterra series. To check the applicability of the method, the response of a slender marine structure under a realistic ocean wave environment with a given significant wave height and modal period was predicted and compared with the nonlinear time domain simulation results. The predicted time series of the response of structure with quadratic Volterra series successfully captured the slowly varying response with reasonably good accuracy. This method can be used to predict the response of the slender offshore structure exposed to a Morison type load without relying on the computationally expensive time domain analysis, especially for screening purposes. 相似文献
19.
论文结合中国科学院海洋研究所2017年至2018年在西太平洋布放的一套6000m深自容式锚泊潜标系统,利用其温、深、盐及海流数据,参考卫星观测的海面资料,依据潜标结构组成,创新性地选用多体动力学软件ADAMS建立柔性缆体有限元模型,进行复原式姿态模拟,对此潜标异常沉降情况进行原因探究,提出减小因潜标大深度沉降导致影响的方法。本文所提出的柔性体模型,可依据海流参数变化改变有限元长度,自定义流阻状态,已被证明在较小海流和海流异常大两种分布模型的拟下,计算机有限元模型分析所得绝对沉降误差达缆绳总长0.18%和0.41%。通过计算机模型依据实际情况的模拟结果,最终印证异常沉降值的形成原因：（1）在系泊结构既定且安全布放的前提下,其沉降异常值的出现只能与其当日所处环境的海流分布状态相关。模型锚泊最大受力8621N,合理选择布放地点、潜标材料可降低系泊损坏风险;（2）若大洋中尺度涡形成和临近导致流速激增,其对整个系统的作用将决定锚系系统布放期间异常沉降深度,由于中尺度涡的形成与迁移具有可预报性,结合系泊深度和位置的及时调整可减小超深度沉降所导致的影响。 相似文献