Adsorption and Transfer Properties for Toluene and pDichlorobenzene in Dense CO_2/Silica Gel Packed Bed System by Moment Method and Time-Domain Analysis

Based on chromatographic theory, the moment method and the time-domain fitting analysis were applied to measure and evaluate the adsorption equilibrium constant and mass transfer properties (axial dispersion coefficient and effective intra-particle diffnsivity) for toluene and p-dichlorobenzene on silica gel adsorbent in the subcritical and supercritical CO2. An apparatus based on supercritical fluid chromatography was established and the experiments were performed at temperatures of 298.15-318.15 K and pressures of 7.5-17.8 MPa. The two methods have been compared. The results show that for the systems studied here the moment method can give reasonable values for both adsorption equilibrium constant and mass transfer properties, but the time-domain analysis only can obtain the adsorption equilibrium constant. The dependence of adsorption equilibrium constant and mass transfer properties on temperature and pressure was investigated.

Time Domain Simulation of Transient Responses of Very Large Floating Structures Under Unsteady External Loads

A time domain finite element method （FEM） for the analysis of transient elastic response of a very large floating structure （VLFS） subjected to arbitrary time-dependent external loads is presented. This method is developed directly in time domain and the hydrodynamic problem is formulated based on linear, inviscid and slightly compressible fluid theory and the structural response is analyzed on the thin plate assumption. The time domain finite element procedure herein is validated by comparing numerical results with available experimental data. Finally, the transient elastic response of a pontoon-type VLFS under the landing of an airplane is computed by the proposed time domain FEM. The time histories of the applied force and the position and velocity of an airplane during landing are modeled with data from a Boeing 747-400 jumbo jet.

Dynamic interaction numerical models in the time domain based on the high performance scaled boundary finite element method

Consideration of structure-foundation-soil dynamic interaction is a basic requirement in the evaluation of the seismic safety of nuclear power facilities. An efficient and accurate dynamic interaction numerical model in the time domain has become an important topic of current research. In this study, the scaled boundary finite element method （SBFEM） is improved for use as an effective numerical approach with good application prospects. This method has several advantages, including dimensionality reduction, accuracy of the radial analytical solution, and unlike other boundary element methods, it does not require a fundamental solution. This study focuses on establishing a high performance scaled boundary finite element interaction analysis model in the time domain based on the acceleration unit-impulse response matrix, in which several new solution techniques, such as a dimensionless method to solve the interaction force, are applied to improve the numerical stability of the actual soil parameters and reduce the amount of calculation. Finally, the feasibility of the time domain methods are illustrated by the response of the nuclear power structure and the accuracy of the algorithms are dynamically verified by comparison with the refinement of a large-scale viscoelastic soil model.

Sufficient Condition for Average Consensus of Directed Networked Multi-agent Systems with Time Delays

The average consensus problem in a directed network of multi-agent systems with communication time delays was investigated. The directed networks were balanced and weakly connected with fixed or switching topology digraph. Based on frequency domain analysis method, a sufficient condition of asymptotic stability of multi-agent systems with time delays was obtained,where the analytic formula between the maximum time delay and the directed network structure was provided. The maximum time delay can be derived directly and easily by the eigenvalue of Laplacian L. Numerical examples confirm the effectiveness of the proposed technique.

ERROR IMPROVEMENT OF TEMPORAL DISCRETIZATION IN TDFEM FOR ELECTROMAGNETIC ANALYSIS

Integral method is employed in this paper to alleviate the error accumulation of differential equation discretization about time variant t in Time Domain Finite Element Method (TDFEM) for electromagnetic simulation. The error growth and the stability condition of the presented method and classical central difference scheme are analyzed. The electromagnetic responses of 2D lossless cavities are investigated with TDFEM; high accuracy is validated with numerical results presented.

Analysis of photonic crystal on LED extraction efficiency

Because of its very low light extraction efficiency(LEE),LED is limited to be widely used under the condition of the internal quantum efficiency which up to 90%.In order to fullfill the design of a more efficient GaN-based blue light LED,the model including deeply etched surface photonic crystals(PhCs)LED is discussed using mode analysis method from light waveguide theory.The distributions of all order modes in GaN layer are obtained by the effective index approximation.The light extraction efficiencies are also calculated by finite-difference time-domain method(FDTD).The emulated results fully coincide with the former analysis.Because the manufacture of the surface photonic crystal is feasible,the work can be very meaningful to design and manufacture the high efficiency GaN-based blue light LED in factory for a large amount.

模型信息联合校正型自抗扰控制策略

为解决微电网受到不确定扰动时,会对直-直变换器输出的电能质量产生严重影响的问题,该文提出一种模型信息联合校正型自抗扰控制技术(ADRC-MIR)。在该控制策略中,首先借助串联超前校正的思想,以比例微分校正环节对线性扩张状态观测器的扰动观测传递函数进行修正,使其可实现对总和扰动更精确的跟踪;然后,根据状态空间平均法从被控系统中提取部分模型信息,将其写入修正后的线性扩张状态观测器的系数矩阵并最终构建出ADRC-MIR;随后基于理论推导,给出改进控制器的参数整定公式及其物理意义,并从噪声抑制、扰动抑制及其频域特性等方面指出改进后的控制器可提升控制品质的原因。最后通过对比不同工况下的数值仿真验证所提控制策略的可行性与正确性。

自动控制系统稳定性教学中的思政元素设计

针对传统自动控制原理课程教学的不足,将某型号转子绕线机控制系统引入系统稳定性案例教学课堂。通过对案例的数学建模,分别应用时域分析法中的劳斯判据、赫尔维茨稳定判据,系统输出曲线和频域分析法中的奈奎斯特稳定判据及对数稳定判据分析控制系统的稳定性。课程将思政元素与系统稳定性知识有机融合,引申出“条条大路通罗马”的问题解决思想和引导学生认识社会系统稳定的重要意义及自身责任。

基于经验模态分解的单端BOTDA系统降噪方法研究

针对单端布里渊光时域分析(BOTDA)系统存在噪声大、信噪比较低等不足,提出一种基于经验模态分解的降噪方法。理论分析经验模态分解的降噪原理和少模光纤单端布里渊光时域分析传感原理,通过搭建的单端结构布里渊光时域分析温度传感系统,对经验模态分解的降噪效果进行对比分析。实验和仿真结果表明,经验模态分解算法对温度传感系统具有良好的降噪效果,降噪后信噪比提升了约3.06dB,温度测量精度提升了约0.98℃。

基于同步提取变换的地空频率域电磁信号幅度提取方法

地空频率域电磁法探测信号为多频非平稳信号,为了解决应用传统傅里叶变换方法提取其幅度时分辨率较差的问题,本文提出了基于同步提取变换(SET)的地空频域电磁信号幅度提取方法。该方法对电磁数据进行SET,得到高分辨率时频图,并利用能量算子使电磁数据时频谱能量更为集中;采用贪心算法提取脊线,得到时频图的高能量带;通过自回归模型自适应地补充了脊线中的0值,解决了由窗函数引起的端点效应问题。根据脊线位置的时频图复数值,得到各频率分量幅度随时间的变化,研究了不同信噪比情况下基于SET的地空频率域电磁信号幅度提取结果的准确性。结果表明:当信噪比≥10 dB时,幅度提取结果的平均相对均方根误差均小于5%;当信噪比<10 dB时,幅度提取结果的平均相对均方根误差在10%以内。提取效果良好。将此方法应用于新疆霍拉山隧道工程地空频率域电磁法探测中,成功提取了多频电磁信号各频率分量的幅度,与采用傅里叶变换提取非平稳信号幅度的方法相比,该方法有效地提高了幅度提取结果的分辨率。

核级截止阀抗冲击性能数值分析

为确保对核级截止阀的抗冲击性能进行全面而准确的评估,以核级截止阀为对象,分别采用动力学设计法(DDAM)和时域模拟法在频域和时域上对核级截止阀进行抗冲击计算分析。首先计算截止阀分别在纵向、垂向和横向三个方向上的频域和时域冲击载荷,然后对截止阀的抗冲击特性进行仿真计算,得到截止阀三个方向上的位移及应力分布。两种方法计算结果表明,截止阀的阀体两侧拐角部位是截止阀在冲击载荷下的薄弱部分。同时,截止阀对冲击载荷的响应与冲击加载方向有很大关系,截止阀响应的特性都以横向响应为主,要对横向抗冲击设计重点考虑。

基于双积分滑模控制的DAB电压控制研究

提出一种基于双积分滑模控制的双向有源全桥(DAB)DC-DC变换器电压控制策略,该策略在模型精度要求低、控制器设计流程简单的情况下,可以获得良好的控制效果。首先,基于单移相调制方式建立变换器的降阶模型。然后,采用双积分滑模控制理论设计变换器的输出电压控制器。设计过程通过引入时域分析法进行滑模面系数的选取分析。最后,仿真和实验结果表明了所提控制策略的有效性。

深水导管架平台波浪动力响应及参数敏感性分析

考虑到300 m级导管架平台的自振周期与自升式平台极为接近,自升式平台的波浪动力响应分析方法在理论上可应用于深水导管架平台,但应用前需要进行参数敏感性分析,采用SACS软件建立300 m级导管架平台有限元模型,结合JONSWAP波浪谱、利用线性叠加法构造满足高斯性条件的随机波浪;基于时域分析法,进行在随机波浪载荷下的结构动力响应分析;采用Winterstein/Jensen方法计算平台基底剪力和倾覆力矩的最可能最大值,以及动力放大系数;对波浪瞬态变化、模拟步长和时长、随机种子等参数对动力放大系数进行敏感性分析,结果表明,动力放大系数对波浪瞬态变化较为敏感、对模拟步长和时长,以及随机种子极为敏感。采用Winterstein/Jensen方法进行深水导管架平台动力响应分析时,基于敏感性分析得出的参数可获得更合理、准确的动力放大系数。

Control of Virtual Synchronous Generator for Frequency Regulation Using a Coordinated Self-adaptive Method

Power inverter adopting virtual synchronous generator(VSG)control can provide inertia support for distributed generation systems.However,it cannot take into account the dynamic regulation characteristics of frequency.Thus,when the system encounters a sudden change in load or disturbance,the dynamic process of frequency regulation will be greatly influenced.In view of this issue,an improved VSG control strategy based on a coordinated self-adaptive(CSA)method is proposed.The time domain analysis method is used to study the influences of virtual inertia and damping parameter perturbation on the system steady and dynamic performances.Furthermore,in order to make the control strategy suitable for large load changes and suppress frequency variations beyond the limit,the secondary frequency modulation is introduced into the control loop.Through the coordinated adaptive control of virtual inertia,virtual damping and frequency modulation,the dynamic performance of vSG frequency regulation can be obviously improved.Simulation and experiment results have verified the effectiveness of the proposed CSA control strategy.

基于双数据源的直流输电线路故障测距方法

介绍了针对直流输电线路的双端行波法、单端行波法和时域故障分析法等故障测距方法的原理、特点及应用现状。针对实际工程应用中出现的行波测距法数据来源可靠性相对较低以及时域故障分析法故障测距精度低等问题,提出了时域故障分析法与行波法相结合的直流输电线路综合故障测距方法。利用双数据源,包括高速数据及低速数据,通过单端行波法/时域法分别计算可能故障点,并利用小波变换模极大值的幅值、极性特征筛选确定故障点,将单端行波测距法的精度优势和时域法测距数据的可靠性优势相结合。最后通过PSCAD仿真对该方法的有效性进行了验证。

悬索桥抖振响应随跨度的非线性演变分析

设计了11组不同跨度悬索桥有限元模型.通过风洞实验得到主梁截面的气动三分力系数,运用Matlab工具箱生成B类风场脉动风速时程后得到桥梁抖振力.在此基础上,分析了结构动力特性的变化规律、计算了按几何线性和几何非线性考虑的11个模型的抖振响应.结果表明,随着跨度增大,悬索桥3个方向的自振频率逐渐降低,抖振位移均方根逐渐增大.对于竖向与扭转响应,线性与非线性均方根之间的差值均随跨度逐渐增大;对于侧向响应,两者之间的差值随跨度变化较小,表明几何非线性主要影响了悬索桥竖向和扭转方向上的抖振响应.为探索抖振响应随主跨跨度的演变规律,首先通过频谱分析得到各主要模态的共振响应和背景响应的贡献,然后分析了2类贡献的变化规律,最后拟合得到了主要模态的抖振位移均方根随跨度的变化公式.以一座实际桥梁为数值算例计算了其抖振响应,并将结果与本文拟合公式进行了对比,验证了拟合公式的实用性,可快速估算悬索桥在B类风场中的抖振响应.

基于MATLAB仿真的增加零极点对系统性能的影响

以传递函数作为描述系统的数学模型,以时域分析法和根轨迹法作为主要的分析方法,主要分析增加一个负实数零极点以及改变所增加的零极点的位置对系统性能的影响。对于系统的时域分析主要从灵敏度、平稳性、快速性、稳定性四个方面来进行分析。对于根轨迹曲线主要讨论增加零极点后系统稳定时,根轨迹增益调整范围会发生怎样的变化。

基于时频域分析的LSTM电力系统报警方法研究

为克服传统语音分析方法的局限性,文章采用基于时频域分析的长短时记忆网络模型,提出基于时频域分析的长短时记忆(Long Short-Term Memory,LSTM)电力系统报警方法。同时,在UrbanSound8K数据集上开展实验验证该方法的有效性。结果表明,该方法的准确性、精确度、召回率和F1分数等较高,表现出在正常和异常声音分类任务上的平衡性和稳定性。

Research on wind-induced responses of a large-scale membrane structure

The wind-induced responses of a large-scale membrane structure, Expo Boulevard, are evaluated in this study. To obtain the wind pressure distribution on the roof surface, a wind tunnel test is performed. A brief analysis of wind pressure on the membrane roof is conducted first and then an analysis of the wind-induced responses of the structure is carried out using a numerical integral method in the time domain. In the process of calculation, the geometrical nonlinearity is taken into account. Results indicate that mean, RSM and peak values of the structure responses increase nonlinearly while the approaching flow velocity increases. Strong nonlinear characteristics are observed in the displacement responses, whereas the responses of nodal stress and cable axial force show minimal nonlinear properties when the membrane structure is subjected to wind loads. Different values of the damping ratio only have a minimal impact on the RSM response of the structure because the background component is a dominant part of the total dynamic response and the resonant component is too small. As the damping ratio increases from 0.02 to 0.05, the RMS responses of vertical displacement, nodal stress and cable axial force decrease by 8.1%, 6.7% and 17.9%, respectively. Since the mean component plays a significant role in the wind-induced response, the values of the gust response factor are not high for Expo Boulevard.

Time domain simulations of radiation and diffraction by a Rankine panel method

The radiation and the diffraction of a ship with a forward speed are studied by using a time domain Rankine panel method. The free surface conditions are linearized onto an undisturbed free surface based on the double body flow. The linearized body boundary condition is applied on the mean wetted hull surface. The fluid domain boundary is discretized by a collection of quadric panels. The unknown quantities, including the free surface elevation, the normal flux over the free surface and the potential on the fluid domain boundary, are determined at each time step. The numerical results are compared with experimental data and other numerical solutions, showing satisfactory agreements.