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High-dimensional uncertainty quantification of projectile motion in the barrel of a truck-mounted howitzer based on probability density evolution method 被引量:2
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作者 Mingming Wang Linfang Qian +3 位作者 Guangsong Chen Tong Lin Junfei Shi Shijie Zhou 《Defence Technology(防务技术)》 SCIE EI CAS CSCD 2024年第2期209-221,共13页
This paper proposed an efficient research method for high-dimensional uncertainty quantification of projectile motion in the barrel of a truck-mounted howitzer.Firstly,the dynamic model of projectile motion is establi... This paper proposed an efficient research method for high-dimensional uncertainty quantification of projectile motion in the barrel of a truck-mounted howitzer.Firstly,the dynamic model of projectile motion is established considering the flexible deformation of the barrel and the interaction between the projectile and the barrel.Subsequently,the accuracy of the dynamic model is verified based on the external ballistic projectile attitude test platform.Furthermore,the probability density evolution method(PDEM)is developed to high-dimensional uncertainty quantification of projectile motion.The engineering example highlights the results of the proposed method are consistent with the results obtained by the Monte Carlo Simulation(MCS).Finally,the influence of parameter uncertainty on the projectile disturbance at muzzle under different working conditions is analyzed.The results show that the disturbance of the pitch angular,pitch angular velocity and pitch angular of velocity decreases with the increase of launching angle,and the random parameter ranges of both the projectile and coupling model have similar influence on the disturbance of projectile angular motion at muzzle. 展开更多
关键词 Truck-mounted howitzer Projectile motion Uncertainty quantification probability density evolution method
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Probabilistic Response and Short-Term Extreme Load Estimation of Offshore Monopile Wind Turbine Towers by Probability Density Evolution Method
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作者 ZHANG Hui XU Ya-zhou 《China Ocean Engineering》 SCIE EI CSCD 2022年第3期363-371,共9页
A new analysis framework based on probability density evolution method(PDEM)and its Chebyshev collocation solution are introduced to predict the dynamic response and short-term extreme load of offshore wind turbine(OW... A new analysis framework based on probability density evolution method(PDEM)and its Chebyshev collocation solution are introduced to predict the dynamic response and short-term extreme load of offshore wind turbine(OWT)towers subjected to random sea state.With regard to the stochastic responses,random function method is employed to generate samples of sea elevation,the probability density evolution equation(PDEE)is solved to calculate time-variant probability density functions of structural responses.For the probabilistic load estimation,a FAST model of NREL 5MW offshore turbine is established to obtain samples of bending moment at the tower base.The equivalent extreme event theory is used to construct a virtual stochastic process(VSP)to assess the short-term extreme load.The results indicate that the proposed approach can predict time-variant probability density functions of the structural responses,and shows good agreement with Monte Carlo simulations.Additionally,the predicted short-term extreme load can capture the fluctuation at the tail of the extreme value distribution,thus is more rational than results from the typical distribution models.Overall,the proposed method shows good adaptation,precision and efficiency for the dynamic response analysis and load estimation of OWT towers. 展开更多
关键词 offshore wind turbine probability density evolution method Chebyshev collocation matrix exponential Monte Carlo
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Joint probability density function of the stochastic responses of nonlinear structures 被引量:1
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作者 陈建兵 李杰 《Earthquake Engineering and Engineering Vibration》 SCIE EI CSCD 2007年第1期35-47,共13页
The joint probability density fimction (PDF) of different structural responses is a very important topic in the stochastic response analysis of nonlinear structures. In this paper, the probability density evolution ... The joint probability density fimction (PDF) of different structural responses is a very important topic in the stochastic response analysis of nonlinear structures. In this paper, the probability density evolution method, which is successfully developed to capture the instantaneous PDF of an arbitrary single response of interest, is extended to evaluate the joint PDF of any two responses. A two-dimensional partial differential equation in terms of the joint PDF is established. The strategy of selecting representative points via the number theoretical method and sieved by a hyper-ellipsoid is outlined. A two-dimensional difference scheme is developed. The free vibration of an SDOF system is examined to verify the proposed method, and a flame structure exhibiting hysteresis subjected to stochastic ground motion is investigated. It is pointed out that the correlation of different responses results from the fact that randomness of different responses comes from the same set of basic random parameters involved. In other words, the essence of the probabilistic correlation is a physical correlation. 展开更多
关键词 stochastic response NONLINEARITY joint probability density function probability density evolution method number theoretical method finite difference method
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Particle flters for probability hypothesis density flter with the presence of unknown measurement noise covariance 被引量:9
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作者 Wu Xinhui Huang Gaoming Gao Jun 《Chinese Journal of Aeronautics》 SCIE EI CAS CSCD 2013年第6期1517-1523,共7页
In Bayesian multi-target fltering,knowledge of measurement noise variance is very important.Signifcant mismatches in noise parameters will result in biased estimates.In this paper,a new particle flter for a probabilit... In Bayesian multi-target fltering,knowledge of measurement noise variance is very important.Signifcant mismatches in noise parameters will result in biased estimates.In this paper,a new particle flter for a probability hypothesis density(PHD)flter handling unknown measurement noise variances is proposed.The approach is based on marginalizing the unknown parameters out of the posterior distribution by using variational Bayesian(VB)methods.Moreover,the sequential Monte Carlo method is used to approximate the posterior intensity considering non-linear and non-Gaussian conditions.Unlike other particle flters for this challenging class of PHD flters,the proposed method can adaptively learn the unknown and time-varying noise variances while fltering.Simulation results show that the proposed method improves estimation accuracy in terms of both the number of targets and their states. 展开更多
关键词 Multi-target tracking(MTT) Parameter estimation probability hypothesis density Sequential Monte Carlo Variational Bayesian method
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Nonstationary probability densities of system response of strongly nonlinear single-degree-of-freedom system subject to modulated white noise excitation 被引量:1
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作者 金肖玲 黄志龙 梁以德 《Applied Mathematics and Mechanics(English Edition)》 SCIE EI 2011年第11期1389-1398,共10页
The nonstationary probability densities of system response of a single-degree- of-freedom system with lightly nonlinear damping and strongly nonlinear stiffness subject to modulated white noise excitation are studied.... The nonstationary probability densities of system response of a single-degree- of-freedom system with lightly nonlinear damping and strongly nonlinear stiffness subject to modulated white noise excitation are studied. Using the stochastic averaging method based on the generalized harmonic functions, the averaged Fokl^er-Planck-Kolmogorov equation governing the nonstationary probability density of the amplitude is derived. The solution of the equation is approximated by the series expansion in terms of a set of properly selected basis functions with time-dependent coefficients. According to the Galerkin method, the time-dependent coefficients can be solved from a set of first-order linear differential equations. Then, the semi-analytical formulae of the nonstationary probability density of the amplitude response as well as the nonstationary probability density of the state response and the statistic moments of the amplitude response can be obtained. A van der Pol-Duffing oscillator subject to modulated white noise is given as an example to illustrate the proposed procedures. The effects of the system parameters, such as the linear damping coefficient and the nonlinear stiffness coefficient, on the system response are discussed. 展开更多
关键词 nonstationary probability density modulated white noise stochastic averaging method Galerkin method
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Probability Density Analysis of Nonlinear Random Ship Rolling 被引量:1
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作者 CHEN Jia YANG Jianming +2 位作者 SHEN Kunfan CHANG Zongyu ZHENG Zhongqiang 《Journal of Ocean University of China》 SCIE CAS CSCD 2023年第5期1227-1242,共16页
Ship rolling in random waves is a complicated nonlinear motion that contributes substantially to ship instability and capsizing.The finite element method(FEM)is employed in this paper to solve the Fokker Planck(FP)equ... Ship rolling in random waves is a complicated nonlinear motion that contributes substantially to ship instability and capsizing.The finite element method(FEM)is employed in this paper to solve the Fokker Planck(FP)equations numerically for homoclinic and heteroclinic ship rolling under random waves described as periodic and Gaussian white noise excitations.The transient joint probability density functions(PDFs)and marginal PDFs of the rolling responses are also obtained.The effects of stimulation strength on ship rolling are further investigated from a probabilistic standpoint.The homoclinic ship rolling has two rolling states,the connection between the two peaks of the PDF is observed when the periodic excitation amplitude or the noise intensity is large,and the PDF is remarkably distributed in phase space.These phenomena increase the possibility of a random jump in ship motion states and the uncertainty of ship rolling,and the ship may lose stability due to unforeseeable facts or conditions.Meanwhile,only one rolling state is observed when the ship is in heteroclinic rolling.As the periodic excitation amplitude grows,the PDF concentration increases and drifts away from the beginning location,suggesting that the ship rolling substantially changes in a cycle and its stability is low.The PDF becomes increasingly uniform and covers a large region as the noise intensity increases,reducing the certainty of ship rolling and navigation safety.The current numerical solutions and analyses may be applied to evaluate the stability of a rolling ship in irregular waves and capsize mechanisms. 展开更多
关键词 ship rolling homoclinic rolling heteroclinic rolling finite element method Fokker Planck equation probability density function
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ON DOUBLE PEAK PROBABILITY DENSITY FUNCTIONS OF DUFFING OSCILLATOR TO COMBINED DETERMINISTIC AND RANDOM EXCITATIONS
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作者 戎海武 王向东 +2 位作者 孟光 徐伟 方同 《Applied Mathematics and Mechanics(English Edition)》 SCIE EI 2006年第11期1569-1576,共8页
The principal resonance of Duffing random external excitation was investigated. oscillator to combined deterministic and The random excitation was taken to be white noise or harmonic with separable random amplitude an... The principal resonance of Duffing random external excitation was investigated. oscillator to combined deterministic and The random excitation was taken to be white noise or harmonic with separable random amplitude and phase. The method of multiple scales was used to determine the equations of modulation of amplitude and phase. The one peak probability density function of each of the two stable stationary solutions was calculated by the linearization method. These two one-peak-density functions were combined using the probability of realization of the two stable stationary solutions to obtain the double peak probability density function. The theoretical analysis are verified by numerical results. 展开更多
关键词 Duffing oscillator double peak probability density function multiple scale method linearization method
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2016年广西苍梧5.4级地震前水位水温异常分析
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作者 秦双龙 王紫燕 +3 位作者 阎春恒 莫佩婵 龚萱 洪旭瑜 《大地测量与地球动力学》 北大核心 2026年第2期194-200,共7页
使用概率密度分布法提取2016年广西苍梧5.4级地震前数字化水位水温观测资料中的高频异常信息,并进行分析。结果显示:1)在震前约18个月,有5口观测井的水位出现一定的高频异常,且这些异常表现出显著的时间同步性;2)震前1~2个月内,有2口观... 使用概率密度分布法提取2016年广西苍梧5.4级地震前数字化水位水温观测资料中的高频异常信息,并进行分析。结果显示:1)在震前约18个月,有5口观测井的水位出现一定的高频异常,且这些异常表现出显著的时间同步性;2)震前1~2个月内,有2口观测井水位出现明显的短临高频异常,可能反映区域应力从积累到临震失稳的动态过程;3)空间分布上,异常点主要集中分布于震中SW方向,与区域发震构造展布特征基本一致,大部分异常点呈高度集中且与区域压应力方向(NW-SE)一致的特征。本文研究结果为华南地区中强地震前流体观测资料的前兆异常识别分析提供了一种可能的方法。 展开更多
关键词 苍梧5.4级地震 概率密度分布法 数字化水位水温 高频信息
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覆冰输电导线起舞概率研究
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作者 王泽宇 王涛 +2 位作者 李正良 吕大刚 谭忆秋 《振动.测试与诊断》 北大核心 2026年第1期132-138,220,221,共9页
针对覆冰输电导线舞动问题,基于概率密度演化法,提出了一种覆冰输电导线起舞概率分析方法。首先,建立了基于临界风速的覆冰输电导线起舞功能函数,结合具有3个平动自由度与1个扭转自由度的三结点索单元的有限元模型与李雅普诺夫稳定性定... 针对覆冰输电导线舞动问题,基于概率密度演化法,提出了一种覆冰输电导线起舞概率分析方法。首先,建立了基于临界风速的覆冰输电导线起舞功能函数,结合具有3个平动自由度与1个扭转自由度的三结点索单元的有限元模型与李雅普诺夫稳定性定理,求解了覆冰输电导线起舞临界风速;其次,基于概率密度演化法,发展了一种覆冰输电导线起舞概率评估框架,并进行覆冰输电导线起舞概率的计算与分析;最后,获得了某单跨覆冰导线算例的起舞概率并进行了参数分析。分析结果表明:本研究方法可准确计算该单跨输电导线的起舞概率,在计算效率上相比拉丁超立方抽样-蒙特卡洛模拟法(Latin hypercube sampling-Monte Carlo simulation,简称LHS-MCS)具有显著优势;档距、初始水平张力与初始风攻角对该单跨输电导线的起舞概率影响较大。 展开更多
关键词 输电线路 索单元 舞动 李雅普诺夫稳定性定理 概率密度演化法
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同时考虑材料参数与地震动激励随机性的钢筋混凝土结构非线性随机动力响应分析
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作者 陈欣 李杰 《振动工程学报》 北大核心 2026年第2期386-394,共9页
混凝土作为一种多相复合材料,随机性与非线性是其基本的力学特性。为准确评估钢筋混凝土结构在强震下的性能,需对其进行非线性随机动力响应分析。然而,传统的随机振动方法(例如:虚拟激励法、路径积分法、等价线性化方法等)难以应用于大... 混凝土作为一种多相复合材料,随机性与非线性是其基本的力学特性。为准确评估钢筋混凝土结构在强震下的性能,需对其进行非线性随机动力响应分析。然而,传统的随机振动方法(例如:虚拟激励法、路径积分法、等价线性化方法等)难以应用于大型钢筋混凝土结构的随机动力分析,而蒙特卡罗方法存在计算量大的问题。鉴于此,本文拟建立一种高效、准确的钢筋混凝土结构非线性随机动力响应分析方法。在随机损伤力学的框架内,引入两尺度随机场以描述混凝土材料的非线性和力学参数的空间变异性,采用物理随机地震动模型反映地震动的随机性,利用概率密度演化方法计算钢筋混凝土结构动力响应的概率分布。通过对一钢筋混凝土平面框架结构的非线性随机动力响应分析,证明所提方法的正确性。结果表明,混凝土材料的空间变异性对结构的非线性随机动力响应有显著影响。 展开更多
关键词 钢筋混凝土结构 非线性随机动力响应分析 随机损伤 物理随机地震动模型 概率密度演化方法
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智能电网的短期电力负荷概率密度预测方法研究
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作者 谢静怡 付晓曦 +3 位作者 董良彬 朱新坡 周涛 李鑫 《自动化与仪器仪表》 2026年第1期63-67,共5页
在电力负荷概率密度预测的过程中,将因变量作为特征变量,得到的时序特征中存在不确定性因素,由此建立的预测函数无法覆盖到电力负荷的真实值,难以全面反映电力负荷的复杂动态特性,导致真实值偏离最高概率点,预测偏差较大,尤其是在多步... 在电力负荷概率密度预测的过程中,将因变量作为特征变量,得到的时序特征中存在不确定性因素,由此建立的预测函数无法覆盖到电力负荷的真实值,难以全面反映电力负荷的复杂动态特性,导致真实值偏离最高概率点,预测偏差较大,尤其是在多步预测中容易出现较大的偏差。因此,设计了智能电网的短期电力负荷概率密度预测方法。通过将影响电力负荷预测的自变量与因变量作为特征变量,利用原始电力负荷时间序列分解技术,提取出电力负荷概率密度多步预测的时序特征。考虑到多步时序分析中的偏移问题,采用多项式核函数规划负荷预测的特征变量,并通过Copula理论描述不确定因素与特征变量之间的相关性,建立短期电力负荷概率密度预测函数。根据区间带宽与区间信息覆盖情况,修正负荷概率密度预测函数的真实值覆盖区间,从而实现电力负荷概率密度的精准预测。实验结果表明,所提方法的真实值均出现在概率密度预测曲线的最高概率点,预测值与真实值之间的偏差较小,预测精度较高,对于提升智能电网运行稳定性具有重要作用。 展开更多
关键词 智能电网 短期电力 电力负荷 概率密度 预测方法
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Studies on Stochastic Parametric Roll of Ship with Stochastic Averaging Method 被引量:4
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作者 WANG Li-yuan TANG You-gang +2 位作者 LI Yan ZHANG Jing-chen LIU Li-qin 《China Ocean Engineering》 SCIE EI CSCD 2020年第2期289-298,共10页
The paper studies the parametric stochastic roll motion in the random waves.The differential equation of the ship parametric roll under random wave is established with considering the nonlinear damping and ship speed.... The paper studies the parametric stochastic roll motion in the random waves.The differential equation of the ship parametric roll under random wave is established with considering the nonlinear damping and ship speed.Random sea surface is treated as a narrow-band stochastic process,and the stochastic parametric excitation is studied based on the effective wave theory.The nonlinear restored arm function obtained from the numerical simulation is expressed as the approximate analytic function.By using the stochastic averaging method,the differential equation of motion is transformed into Ito’s stochastic differential equation.The steady-state probability density function of roll motion is obtained,and the results are validated with the numerical simulation and model test. 展开更多
关键词 parametric roll random wave stochastic averaging method probability density function
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Safety evaluation of a vehicle–bridge interaction system using the pseudo-excitation method 被引量:8
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作者 Nan Zhang Ziji Zhou Zhaozhi Wu 《Railway Engineering Science》 2022年第1期41-56,共16页
A method for analysing the vehicle-bridge interaction system with enhanced objectivity is proposed in the paper, which considers the time-variant and random characteristics and allows finding the power spectral densit... A method for analysing the vehicle-bridge interaction system with enhanced objectivity is proposed in the paper, which considers the time-variant and random characteristics and allows finding the power spectral densities(PSDs) of the system responses directly from the PSD of track irregularity. The pseudo-excitation method is adopted in the proposed framework, where the vehicle is modelled as a rigid body and the bridge is modelled using the finite element method. The vertical and lateral wheel-rail pseudo-excitations are established assuming the wheel and rail have the same displacement and using the simplified Kalker creep theory, respectively. The power spectrum function of vehicle and bridge responses is calculated by history integral. Based on the dynamic responses from the deterministic and random analyses of the interaction system, and the probability density functions for three safety factors(derailment coefficient, wheel unloading rate, and lateral wheel axle force) are obtained, and the probabilities of the safety factors exceeding the given limits are calculated. The proposed method is validated by Monte Carlo simulations using a case study of a high-speed train running over a bridge with five simply supported spans and four piers. 展开更多
关键词 Vehicle-bridge interaction system Pseudo-excitation method(PEM) Derailment coefficient Wheel unloading rate Lateral wheel axle force probability density function
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A Semi-Analytical Method for the PDFs of A Ship Rolling in Random Oblique Waves 被引量:2
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作者 LIU Li-qin LIU Ya-liu +2 位作者 XU Wan-hai LI Yan TANG You-gang 《China Ocean Engineering》 SCIE EI CSCD 2018年第1期74-84,共11页
The PDFs(probability density functions) and probability of a ship rolling under the random parametric and forced excitations were studied by a semi-analytical method. The rolling motion equation of the ship in random ... The PDFs(probability density functions) and probability of a ship rolling under the random parametric and forced excitations were studied by a semi-analytical method. The rolling motion equation of the ship in random oblique waves was established. The righting arm obtained by the numerical simulation was approximately fitted by an analytical function. The irregular waves were decomposed into two Gauss stationary random processes, and the CARMA(2, 1) model was used to fit the spectral density function of parametric and forced excitations. The stochastic energy envelope averaging method was used to solve the PDFs and the probability. The validity of the semi-analytical method was verified by the Monte Carlo method. The C11 ship was taken as an example, and the influences of the system parameters on the PDFs and probability were analyzed. The results show that the probability of ship rolling is affected by the characteristic wave height, wave length, and the heading angle. In order to provide proper advice for the ship’s manoeuvring, the parametric excitations should be considered appropriately when the ship navigates in the oblique seas. 展开更多
关键词 ship random rolling parametric and forced excitations stochastic energy envelope averaging method probability density function parameter influence analysis
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Local Galerkin Method for the Approximate Solutions to General FPK Equations
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作者 Er Guokang (Civil Engineering Institute, Southwest Jiaotong University Faculty of Science and Technology, University of Macao) 《Advances in Manufacturing》 SCIE CAS 1999年第1期25-29,共5页
In this paper, the method proposed recently by the author for the solution of probability density function (PDF) of nonlinear stochastic systems is presented in detail and extended for more general problems of stochas... In this paper, the method proposed recently by the author for the solution of probability density function (PDF) of nonlinear stochastic systems is presented in detail and extended for more general problems of stochastic differential equations (SDE), therefore the Fokker Planck Kolmogorov (FPK) equation is expressed in general form with no limitation on the degree of nonlinearity of the SDE, the type of δ correlated excitations, the existence of multiplicative excitations, and the dimension of SDE or FPK equation. Examples are given and numerical results are provided for comparing with known exact solution to show the effectiveness of the method. 展开更多
关键词 stochastic differential equations probability density function FPK equation approximate PDF solution local Galerkin method
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Stochastic response analysis of noisy system with non-negative real-power restoring force by generalized cell mapping method
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作者 Qun HAN Wei XU Xiaole YUE 《Applied Mathematics and Mechanics(English Edition)》 SCIE EI CSCD 2015年第3期329-336,共8页
The stochastic response of a noisy system with non-negative restoring force is investigated. The generalized cell mapping (GCM) method compute the transient and stationary probability density functions (PDFs) real... The stochastic response of a noisy system with non-negative restoring force is investigated. The generalized cell mapping (GCM) method compute the transient and stationary probability density functions (PDFs) real-power is used to Combined with the global properties of the noise-free system, the evolutionary process of the tran- sient PDFs is revealed. The results show that stochastic P-bifurcation occurs when the system parameter varies in the response analysis and the stationary PDF evolves from bimodal to unimodal along the unstable manifold during the bifurcation. 展开更多
关键词 stochastic response probability density function (PDF) generalized cell mapping (GCM) method real-power restoring force bifurcation
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主余震序列作用下考虑材料参数空间变异性的边坡动力可靠度分析
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作者 徐斌 王淦 庞锐 《土木与环境工程学报(中英文)》 北大核心 2025年第6期1-12,共12页
边坡在地震作用下的动力响应研究目前主要关注单一主震作用,而没有考虑余震的影响,且材料参数的空间变异性往往被忽略。考虑土体强度参数的空间变异性,提出一种基于Newmark方法和概率密度演化方法(PDEM)的可靠度分析框架来量化余震及空... 边坡在地震作用下的动力响应研究目前主要关注单一主震作用,而没有考虑余震的影响,且材料参数的空间变异性往往被忽略。考虑土体强度参数的空间变异性,提出一种基于Newmark方法和概率密度演化方法(PDEM)的可靠度分析框架来量化余震及空间变异性对边坡动力可靠度的影响。首先,将物理随机函数模型、Copula函数和窄带谐波群叠加方法相结合,生成主余震序列。此外,基于谱表示法生成随机场,并根据对应坐标将参数赋值到有限元模型中。然后,采用Newmark位移法批量计算主余震序列作用下考虑材料参数空间变异性的边坡永久位移,并通过位移均值分析黏聚力和摩擦角的变异系数(COV_(C)和COV_(F))、余震和峰值加速度(PGA)对边坡永久位移的影响。最后,基于PDEM,从概率的角度解释变异系数(COV)和余震对边坡动力可靠度的影响。结果表明:随着COV的增大,边坡的永久位移均值呈逐渐增大趋势,相比之下,COV_(F)对边坡的永久位移影响更明显;与单一主震相比,地震序列作用下边坡的位移均值更大;若忽略材料参数的空间变异性和余震的影响,将明显高估边坡的抗震性能。 展开更多
关键词 边坡可靠度 主余震序列 空间变异性 Newmark位移法 概率密度演化方法
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考虑随机场的地铁致地表振动概率密度演化分析
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作者 郑中元 杜牧青 刘新源 《兰州理工大学学报》 北大核心 2025年第1期116-122,共7页
地基土作为地铁运行振动波传播的重要媒介,土壤性质的空间变异性对振动响应有重要影响.以往的车致环境振动研究中,地基土常选用为确定性参数,本文将随机场理论引入到土壤性质变化的动力分析中,对地基土横截面进行参数随机性赋值,基于概... 地基土作为地铁运行振动波传播的重要媒介,土壤性质的空间变异性对振动响应有重要影响.以往的车致环境振动研究中,地基土常选用为确定性参数,本文将随机场理论引入到土壤性质变化的动力分析中,对地基土横截面进行参数随机性赋值,基于概率密度演化理论对盾构隧道内地铁列车引起的环境振动开展研究,获得了地表振动响应的上下限和概率密度分布信息.结果表明:土体随机特性对地表振动位移和加速度的标准差影响显著,距离轨道中心线距离越近,土体随机场的干扰越小,振动位移和加速度的概率密度分布越集中;土体随机场使得地表振动响应呈现出正态分布特性;地表振动响应的最大值出现在地铁列车经行的中间时刻. 展开更多
关键词 概率密度演化理论 随机场 地基土 盾构隧道 地铁
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考虑场地效应的隔震曲线梁桥地震系统可靠度
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作者 李喜梅 范朋辉 +1 位作者 李万润 母渤海 《中南大学学报(自然科学版)》 北大核心 2025年第9期3871-3883,共13页
采用概率密度演化方法系统研究了不同场地条件下的地震随机激励对隔震曲线梁桥抗震性能的影响。首先,建立了隔震曲线梁桥非线性有限元分析模型,并采用谱表示-随机函数法进行多维非平稳随机地震动的降维模拟;其次,通过循环输入随机激励,... 采用概率密度演化方法系统研究了不同场地条件下的地震随机激励对隔震曲线梁桥抗震性能的影响。首先,建立了隔震曲线梁桥非线性有限元分析模型,并采用谱表示-随机函数法进行多维非平稳随机地震动的降维模拟;其次,通过循环输入随机激励,分析曲线梁桥的非线性动力时程;最后,基于响应时程数据求解具有吸收边界条件的Li-Chen方程,并分析不同工况下曲线梁桥随机动力响应及其系统可靠度的变化规律。研究结果表明:地震动的场地效应对曲线梁桥动力响应具有显著影响;不同场地条件下的地震动频率分布差异导致曲线梁桥主梁、桥墩和支座的响应规律出现较大差异;当地震动能量集中在高频时,地震主要影响曲线梁桥主梁的响应,当地震动能量集中在低频时,地震主要影响桥墩和支座的响应;曲线梁桥在非平稳随机地震激励作用下,结构位移概率密度函数不符合正态分布,并且存在明显的时滞现象;曲线梁桥在较硬场地条件下的系统可靠度较高,在软场地条件下的系统可靠度较低,因此,需要着重关注曲线梁桥在软场地条件下的抗震设计。 展开更多
关键词 概率密度演化法 谱表示-随机函数法 多维非平稳激励 动力可靠度 隔震曲线梁桥
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基于概率密度演化的隔震曲线梁桥动力可靠度分析
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作者 李喜梅 范朋辉 李万润 《湖南大学学报(自然科学版)》 北大核心 2025年第11期190-200,共11页
针对当前研究隔震曲线梁桥地震可靠度时无法充分考虑地震动随机性和多维性的现状,从全概率角度出发,系统研究了隔震曲线梁桥在多维随机地震作用下的抗震性能,建立双质点六自由度隔震曲线梁桥简化模型并推导其非线性运动方程,通过引入工... 针对当前研究隔震曲线梁桥地震可靠度时无法充分考虑地震动随机性和多维性的现状,从全概率角度出发,系统研究了隔震曲线梁桥在多维随机地震作用下的抗震性能,建立双质点六自由度隔震曲线梁桥简化模型并推导其非线性运动方程,通过引入工程地震动加速度功率谱随机模型,采用谱表示-随机函数法生成符合同一集合系统的多维非平稳地震动时程样本,将该样本作为输入隔震曲线梁桥的随机激励,采用四阶龙格-库塔法求解得到隔震曲线梁桥结构的动力时程数据,利用TVD差分格式求解其广义概率密度演化方程来量化地震持时内结构动力响应的概率信息,然后构造极值随机过程得到隔震曲线梁桥下部结构和隔震层的位移极值分布函数和系统可靠度,结果表明:考虑非平稳随机地震激励的多维性会放大隔震曲线梁桥结构的动力响应;概率密度演化法求解隔震曲线梁桥这类强非线性结构的动力响应表现优越;通过调整隔震曲线梁桥桥面宽度和曲率半径的合理取值,能够提升隔震曲线梁桥的抗震性能. 展开更多
关键词 概率密度演化法 谱表示-随机函数法 多维非平稳激励 动力可靠度 隔震曲线梁桥
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