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氯盐侵蚀RC梁抗震性能试验与数值模拟方法
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作者 胡卫兵 罗雨欣 +1 位作者 白澄宇 郑山锁 《哈尔滨工业大学学报》 北大核心 2025年第2期143-152,共10页
为研究锈蚀钢筋混凝土(RC)梁抗震性能,对8根RC梁进行人工气候加速腐蚀试验和拟静力加载试验,分析了锈蚀程度和配箍率对RC梁破坏过程、承载能力、变形能力及耗能能力等的影响。在OpenSees中分别采用SFI-MVLEM单元和零长度截面单元模拟梁... 为研究锈蚀钢筋混凝土(RC)梁抗震性能,对8根RC梁进行人工气候加速腐蚀试验和拟静力加载试验,分析了锈蚀程度和配箍率对RC梁破坏过程、承载能力、变形能力及耗能能力等的影响。在OpenSees中分别采用SFI-MVLEM单元和零长度截面单元模拟梁的弯剪变形和黏结滑移变形,并以承载力和耗能能力最优为原则对模型相关参数进行标定。结果表明:纵筋锈蚀率从0增加到6.8%,试件剪切破坏特征愈加严重,承载力、延性及塑性转动能力分别降低6.7%、5.1%、11.5%;随着配箍率的增加,试件的变形能力、延性和承载力逐渐提高;单位纵筋锈蚀率增量下,梁试件DL-4的峰值荷载、延性系数和塑性转角比相同配箍率试件DL-3分别降低1.48%、1.79%和3.04%;试件DL-8的峰值荷载、延性系数和塑性转角比相同配箍率试件DL-7分别降低1.77%、3.20%和6.97%,表明锈蚀率和配箍率参数存在耦合效应。模拟与试验的承载力误差均值为8.95%,累积耗能能力误差均值为9.82%,表明所提出的数值模型具有较好的准确性,可用于锈蚀RC梁抗震性能评估。 展开更多
关键词 锈蚀 钢筋混凝土梁 销钉刚度系数 数值模型 抗震性能
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锂电池二阶RC等效电路参数辨识方法研究
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作者 郭来功 王保德 《邵阳学院学报(自然科学版)》 2025年第1期11-18,共8页
为降低锂电池电路模型中参数辨识的复杂度,提出一种基于二阶RC等效电路模型的参数辨识方法。通过脉冲充放电实验获取不同荷电状态下的电池充放电数据,使用以最小二乘法为原理的1stOpt数据拟合软件建立二阶RC等效电路为基础的拟合函数,... 为降低锂电池电路模型中参数辨识的复杂度,提出一种基于二阶RC等效电路模型的参数辨识方法。通过脉冲充放电实验获取不同荷电状态下的电池充放电数据,使用以最小二乘法为原理的1stOpt数据拟合软件建立二阶RC等效电路为基础的拟合函数,将拟合结果代入优化的辨识公式中进行参数辨识,并通过Simulink仿真模型验证辨识的准确性。结果显示,仿真端电压与实际电压的最大误差率不超过2%,表明该方法在保证高计算精度的同时,有效降低了参数辨识的复杂度,在锂电池参数辨识应用中具有可行性。 展开更多
关键词 锂电池 二阶rc等效电路模型 参数辨识 SIMULINK
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基于FEKO计算的内嵌式三面角反射器RCS特性分析
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作者 葛尧 王硕 《兵工自动化》 北大核心 2025年第8期102-105,共4页
针对常规角反射器固有特性无法满足特殊场合使用要求,在研究大尺度RCS分布特性的基础上,通过对内嵌式角反射器进行区域划分设计,采用FEKO软件对新型角反射器进行建模仿真,获得内嵌式三面角反射器的RCS幅值变化规律。分析结果证明:采用... 针对常规角反射器固有特性无法满足特殊场合使用要求,在研究大尺度RCS分布特性的基础上,通过对内嵌式角反射器进行区域划分设计,采用FEKO软件对新型角反射器进行建模仿真,获得内嵌式三面角反射器的RCS幅值变化规律。分析结果证明:采用组合方式的内嵌式角反射器,其RCS起伏特性在一定程度上更逼近真实目标RCS特性,满足特殊场合的实践应用,具有实际工程价值。 展开更多
关键词 rcS 三面角反射器 内嵌 建模
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考虑不均匀冻融损伤RC梁柱节点抗震性能评估
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作者 程小珊 徐丽 郄亚微 《地震工程与工程振动》 北大核心 2025年第5期193-207,共15页
在严寒地区,冻融循环(freeze-thaw cycle,FTC)是导致钢筋混凝土(reinforced concrete,RC)结构破坏的主要因素之一。冻融损伤后的RC梁柱节点的抗震性能评估对于结构安全性至关重要。然而,有关严寒环境下冻损伤RC梁柱节点抗震性能评估的... 在严寒地区,冻融循环(freeze-thaw cycle,FTC)是导致钢筋混凝土(reinforced concrete,RC)结构破坏的主要因素之一。冻融损伤后的RC梁柱节点的抗震性能评估对于结构安全性至关重要。然而,有关严寒环境下冻损伤RC梁柱节点抗震性能评估的研究却很少。该文深入探究了冻融循环次数(NFTCs)和轴压比(n)对RC梁柱节点抗震性能的影响,并在试验研究的基础上建立了综合考虑不均匀温度场分布和轴压比影响的冻损RC梁柱节点核心区剪力-剪应变计算模型。研究结果表明:随着NFTCs的增加,RC节点的峰值荷载与核心区的抗剪承载力均下降,而节点延性与剪应变γ以及剪切变形占总变形的比例ΔPZ/Δ逐渐增加,且在经历300次NFTCs后节点核心区的ΔPZ/Δ高达21.90%;所建立的冻损RC梁柱节点核心区剪力-剪应变计算模型能够准确计算剪力V jh和剪应变γ,其平均误差不超过20%,标准偏差不超过0.1。该文所建立的剪切骨架曲线计算模型可用于冻融损伤RC梁柱节点的抗震性能评估。 展开更多
关键词 冻融损伤 钢筋混凝土梁柱节点 抗震性能评估 剪切骨架曲线计算模型
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RC建筑重量代表值的统计回归预测模型
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作者 陈隽 徐静 +2 位作者 李阳 项梦洁 冯德成 《东南大学学报(自然科学版)》 北大核心 2025年第5期1337-1345,共9页
建筑重量代表值是建筑物抗震分析中非常重要的特征参数,然而目前对既有建筑通常采用单位面积重量的经验系数进行估计,尚无基于高度、层数等易得参数的预测模型。本研究通过海量文献检索,收集了我国524栋钢筋混凝土建筑的重量代表值和相... 建筑重量代表值是建筑物抗震分析中非常重要的特征参数,然而目前对既有建筑通常采用单位面积重量的经验系数进行估计,尚无基于高度、层数等易得参数的预测模型。本研究通过海量文献检索,收集了我国524栋钢筋混凝土建筑的重量代表值和相关设计参数,包括框架-核心筒、框架-剪力墙、剪力墙和框架4种结构类型。统计分析了重量代表值随建筑面积、平面尺寸、结构高度、结构类型的分布规律。基于参数相关性分析,提出了不同结构类型的建筑重量代表值随单一结构几何参数与多参数组合的回归公式,适用于不同使用场景。最后将预测公式应用于5个工程实例,并与现有经验公式结果进行比较。结果表明,所提重量代表值预测公式的精度良好,可供工程初步设计、既有建筑状态评估以及城市建筑群防灾分析中的参数化建模使用。 展开更多
关键词 钢筋混凝土结构 建筑物重量 相关性分析 回归预测模型 单参数 多参数
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连接可恢复韧性装配式RC梁柱节点力学性能研究
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作者 隋伟宁 侯羽 +2 位作者 马勇 蔡华 张伟男 《沈阳建筑大学学报(自然科学版)》 北大核心 2025年第4期454-462,共9页
装配式RC梁柱节点存在震后损伤分散、修复困难等问题,笔者基于组件法提出了一种新型连接可恢复韧性装配式RC梁柱节点,并通过建立各组件的刚度计算模型得到韧性节点的恢复力模型,同时应用ABAQUS软件对1个现浇节点及3个韧性节点进行了低... 装配式RC梁柱节点存在震后损伤分散、修复困难等问题,笔者基于组件法提出了一种新型连接可恢复韧性装配式RC梁柱节点,并通过建立各组件的刚度计算模型得到韧性节点的恢复力模型,同时应用ABAQUS软件对1个现浇节点及3个韧性节点进行了低周往复荷载作用下的数值模拟分析。结果表明:数值模拟方法和组件法得到的韧性节点恢复力模型吻合较好;韧性节点的初始刚度和极限承载力与现浇节点相当,但耗能能力更强;地震作用后损伤集中在可更换组件上,其他构件仍处于弹性工作状态,说明该韧性节点满足损伤集中且可控、震后使用功能可快速恢复等韧性设计要求。 展开更多
关键词 装配式rc梁柱节点 组件法 恢复力模型 韧性设计 韧性节点
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基于修正的Park-Ang双参数损伤模型RC剪力墙损伤性能研究
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作者 彭修宁 赵起超 邹新 《建筑结构》 北大核心 2025年第18期79-86,共8页
为了进一步提高目前Park-Ang双参数损伤模型对于RC剪力墙在剪切破坏和弯曲破坏状态下损伤性能及损伤性能评估的精确性,在总结既有关于RC剪力墙低周反复加载试验数据的基础上,总结Park-Ang双参数损伤模型中累积耗能组合系数的影响因素,... 为了进一步提高目前Park-Ang双参数损伤模型对于RC剪力墙在剪切破坏和弯曲破坏状态下损伤性能及损伤性能评估的精确性,在总结既有关于RC剪力墙低周反复加载试验数据的基础上,总结Park-Ang双参数损伤模型中累积耗能组合系数的影响因素,对RC剪力墙剪跨比、轴压比、纵筋配筋率、箍筋配筋率进行多元非线性回归分析,拟合得到考虑RC剪力墙的截面形状和约束边缘构件纵筋配筋率、配箍率影响的累计耗能组合系数修正值,给出RC剪力墙在剪切、弯曲破坏下的Park-Ang双参数损伤修正模型。结果表明:弯曲破坏状态下,对于L形、T形和工字形剪力墙,拟合出的累计耗能组合系数表达式计算出数据离散性更小;剪切破坏状态下,拟合出的累计耗能组合系数表达式计算出数据离散性更小。 展开更多
关键词 Park-Ang损伤模型 rc剪力墙结构 剪切破坏 弯曲破坏 结构损伤性能
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NUMERICAL SIMULATION OF METHANE-AIR TURBULENT JET FLAME USING A NEW SECOND-ORDER MOMENT MODEL 被引量:4
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作者 陈兴隆 周力行 张健 《Acta Mechanica Sinica》 SCIE EI CAS CSCD 2000年第1期41-47,共7页
A new second-order moment model for turbulent combustion is applied in the simulation of methane-air turbulent jet flame. The predicted results are compared with the experimental results and with those predicted using... A new second-order moment model for turbulent combustion is applied in the simulation of methane-air turbulent jet flame. The predicted results are compared with the experimental results and with those predicted using the well-known EBU-Arrhenius model and the original second-order moment model. The comparison shows the advantage of the new model that it requires almost the same computational storage and time as that of the original second-order moment model, but its modeling results are in better agreement with experiments than those using other models. Hence, the new second-order moment model is promising in modeling turbulent combustion with NOx formation with finite reaction rate for engineering application. 展开更多
关键词 turbulent combustion second-order moment model numerical simulation
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Comparison of a Full Second-Order Moment Model and an Algebraic Stress Two-Phase Turbulence Model for Simulating Bubble-Liquid Flows in a Bubble Column 被引量:3
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作者 周力行 杨玟 +2 位作者 廉春英 L.S.Fan D.J.Lee 《Chinese Journal of Chemical Engineering》 SCIE EI CAS CSCD 2002年第2期142-148,共7页
A full second-order moment (FSM) model and an algebraic stress (ASM) two-phase turbulence modelare proposed and applied to predict turbulent bubble-liquid flows in a 2D rectangular bubble column. Predictiongives the b... A full second-order moment (FSM) model and an algebraic stress (ASM) two-phase turbulence modelare proposed and applied to predict turbulent bubble-liquid flows in a 2D rectangular bubble column. Predictiongives the bubble and liquid velocities, bubble volume fraction, bubble and liquid Reynolds stresses and bubble-liquidvelocity correlation. For predicted two-phase velocities and bubble volume fraction there is only slight differencebetween these two models, and the simulation results using both two models are in good agreement with the particleimage velocimetry (PIV) measurements. Although the predicted two-phase Reynolds stresses using the FSM are insomewhat better agreement with the PIV measurements than those predicted using the ASM, the Reynolds stressespredicted using both two models are in general agreement with the experiments. Therefore, it is suggested to usethe ASM two-phase turbulence model in engineering application for saving the computation time. 展开更多
关键词 second-order moment model two-phase turbulence bubble-liquid flow bubble column
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Comparisons of Wave Force Model Effects on the Structural Responses and Fatigue Loads of a Semi-Submersible Floating Wind Turbine
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作者 HAN Yanqing LE Conghuan +1 位作者 ZHANG Puyang XU Shengnan 《Journal of Ocean University of China》 CAS CSCD 2024年第1期69-79,共11页
The selection of wave force models will significantly impact the structural responses of floating wind turbines.In this study,comparisons of wave force model effects on the structural responses and fatigue loads of a ... The selection of wave force models will significantly impact the structural responses of floating wind turbines.In this study,comparisons of wave force model effects on the structural responses and fatigue loads of a semi-submersible floating wind turbine(SFWT)were conducted.Simulations were performed by employing the Morison equation(ME)with linear or second-order wave kinematics and potential flow theory(PFT)with first-or second-order wave forces.A comparison of regular waves,irregular waves,and coupled wind/waves analyses with the experimental data showed that many of the simulation results and experimental data are relatively consistent.However,notable discrepancies are found in the response amplitude operators for platform heave,tower base bending moment,and tension in mooring lines.PFT models give more satisfactory results of heave but more significant discrepan-cies in tower base bending moment than the ME models.In irregular wave analyses,low-frequency resonances were captured by PFT models with second-order difference-frequency terms,and high-frequency resonances were captured by the ME models or PFT models with second-order sum-frequency terms.These force models capture the response frequencies but do not reasonably predict the response amplitudes.The coupled wind/waves analyses showed more satisfactory results than the wave-only analyses.However,an important detail to note is that this satisfactory result is based on the overprediction of wind-induced responses. 展开更多
关键词 floating wind turbine wave force model potential flow theory Morison equation second-order wave forces
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A two-scale second-order moment two-phase turbulence model for simulating dense gas-particle flows 被引量:5
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作者 Zhuoxiong Zeng Lixing Zhou Jian Zhang 《Acta Mechanica Sinica》 SCIE EI CAS CSCD 2005年第5期425-429,共5页
A two-scale second-order moment two-phase turbulence model accounting for inter-particle collision is developed, based on the concepts of particle large-scale fluctuation due to turbulence and particle small-scale flu... A two-scale second-order moment two-phase turbulence model accounting for inter-particle collision is developed, based on the concepts of particle large-scale fluctuation due to turbulence and particle small-scale fluctuation due to collision and through a unified treatment of these two kinds of fluctuations. The proposed model is used to simulate gas-particle flows in a channel and in a downer. Simulation results are in agreement with the experimental results reported in references and are near the results obtained using the sin- gle-scale second-order moment two-phase turbulence model superposed with a particle collision model (USM-θ model) in most regions. 展开更多
关键词 Gas-particle flows .second-order moment model . Two-scale fluctuation
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Static output feedback stabilization for second-order singular systems using model reduction methods 被引量:1
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作者 Zheng WANG Yuhao CONG Xiulin HU 《Applied Mathematics and Mechanics(English Edition)》 SCIE EI CSCD 2021年第3期457-466,共10页
In this paper,the static output feedback stabilization for large-scale unstable second-order singular systems is investigated.First,the upper bound of all unstable eigenvalues of second-order singular systems is deriv... In this paper,the static output feedback stabilization for large-scale unstable second-order singular systems is investigated.First,the upper bound of all unstable eigenvalues of second-order singular systems is derived.Then,by using the argument principle,a computable stability criterion is proposed to check the stability of secondorder singular systems.Furthermore,by applying model reduction methods to original systems,a static output feedback design algorithm for stabilizing second-order singular systems is presented.A simulation example is provided to illustrate the effectiveness of the design algorithm. 展开更多
关键词 second-order singular system static output feedback model reduction method argument principle
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Derivation of a second-order model for Reynolds stress using renormalization group analysis and the two-scale expansion technique
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作者 Xiao-Hong Wang Zheng-Feng Liu Xiao-Xia Lu 《Acta Mechanica Sinica》 SCIE EI CAS CSCD 2011年第5期649-659,共11页
With the two-scale expansion technique proposed by Yoshizawa,the turbulent fluctuating field is expanded around the isotropic field.At a low-order two-scale expansion,applying the mode coupling approximation in the Ya... With the two-scale expansion technique proposed by Yoshizawa,the turbulent fluctuating field is expanded around the isotropic field.At a low-order two-scale expansion,applying the mode coupling approximation in the Yakhot-Orszag renormalization group method to analyze the fluctuating field,the Reynolds-average terms in the Reynolds stress transport equation,such as the convective term,the pressure-gradient-velocity correlation term and the dissipation term,are modeled.Two numerical examples:turbulent flow past a backward-facing step and the fully developed flow in a rotating channel,are presented for testing the efficiency of the proposed second-order model.For these two numerical examples,the proposed model performs as well as the Gibson-Launder (GL) model,giving better prediction than the standard k-ε model,especially in the abilities to calculate the secondary flow in the backward-facing step flow and to capture the asymmetric turbulent structure caused by frame rotation. 展开更多
关键词 Turbulent modeling Renormalization group Two-scale expansion Reynolds stress transport equation second-order model
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Second-order modeling of non-premixed turbulent methane-air combustion
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作者 Ali ERSHADI Mehran RAJABI ZARGARABADI 《Journal of Central South University》 SCIE EI CAS CSCD 2021年第11期3545-3555,共11页
The main purpose of this research is the second-order modeling of flow and turbulent heat flux in nonpremixed methane-air combustion.A turbulent stream of non-premixed combustion in a stoichiometric condition,is numer... The main purpose of this research is the second-order modeling of flow and turbulent heat flux in nonpremixed methane-air combustion.A turbulent stream of non-premixed combustion in a stoichiometric condition,is numerically analyzed through the Reynolds averaged Navier-Stokes(RANS) equations.For modeling radiation and combustion,the discrete ordinates(DO) and eddy dissipation concept model have been applied.The Reynolds stress transport model(RSM) also was used for turbulence modeling.For THF in the energy equation,the GGDH model and high order algebraic model of HOGGDH with simple eddy diffusivity model have been applied.Comparing the numerical results of the SED model(with the turbulent Prandtl 0.85) and the second-order heat flux models with available experimental data follows that applying the second-order models significantly led to the modification of predicting temperature distribution and species mass fraction distribution in the combustion chamber.Calculation of turbulent Prandtl number in the combustion chamber shows that the assumption of Pr_(t) of 0.85 is far from reality and Pr_(t) in different areas varies from 0.4 to 1.2. 展开更多
关键词 combustion modeling turbulent Prandtl number second-order models Reynolds stress transport model
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基于力学特征的RC矩形实心及空心墩抗剪强度数据驱动模型
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作者 李贵乾 吴畅 +1 位作者 庞彪 邵俊虎 《振动与冲击》 北大核心 2025年第19期176-192,201,共18页
为获得较准确的钢筋混凝土矩形墩抗剪强度预测模型,建立了包含755组剪切或弯剪破坏为主的实心墩及空心墩抗剪强度数据集;以混凝土、箍筋、纵筋及轴力的抗剪贡献为力学特征,构建了矩形实心及空心墩的抗剪强度数据驱动模型,并采用蒙特卡... 为获得较准确的钢筋混凝土矩形墩抗剪强度预测模型,建立了包含755组剪切或弯剪破坏为主的实心墩及空心墩抗剪强度数据集;以混凝土、箍筋、纵筋及轴力的抗剪贡献为力学特征,构建了矩形实心及空心墩的抗剪强度数据驱动模型,并采用蒙特卡洛法检验了模型的最佳参数空间;对既有模型、数据驱动模型的预测性能进行了评估与比较;并讨论了位移延性对抗剪强度的影响,抗剪强度模型安全评价,实心和空心墩抗剪强度统一化等问题。研究表明:建议的基于力学特征的线性模型可不考虑位移延性的影响,具有较强的实用性;绝大部分既有模型在平均意义上较大程度高估了实心墩的抗剪强度,而空心墩的预测结果均值总体较好,但两者的变异系数均较大;对686组实心墩和69组空心墩试验结果,建议的实心和空心墩抗剪强度模型预测值与试验值之比的均值、变异系数分别为0.996、0.137和1.035、0.166,给出了准确、稳定的预测结果,远优于既有模型;既有模型的安全可靠度偏低,建议的实心和空心墩抗剪强度模型采用0.82和0.76的折减系数后,安全可靠度均约达95%,安全性较高,经济性较好,可作为矩形墩抗剪能力设计和安全评估的参考;且实心和空心墩抗剪强度统一模型也具有较高的预测精度。 展开更多
关键词 钢筋混凝土(rc) 矩形实心墩 矩形空心墩 抗剪强度 数据驱动模型 蒙特卡洛方法
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EFFECT OF EMPIRICAL COEFFICIENTS ON SIMULATION IN TWO-SCALE SECOND-ORDER MOMENT PARTICLE-PHASE TURBULENCE MODEL
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作者 胡春波 曾卓雄 《Applied Mathematics and Mechanics(English Edition)》 SCIE EI 2006年第11期1491-1497,共7页
A two-scale second-order moment two-phase turbulence model accounting for inter-particle collision is developed, based on the concept of particle large-scale fluctuation due to turbulence and particle small-scale fluc... A two-scale second-order moment two-phase turbulence model accounting for inter-particle collision is developed, based on the concept of particle large-scale fluctuation due to turbulence and particle small-scale fluctuation due to collision. The proposed model is used to simulate gas-particle downer reactor flows. The computational results of both particle volume fraction and mean velocity are in agreement with the experimental results. After analyzing effects of empirical coefficient on prediction results, we can come to a conclusion that, inside the limit range of empirical coefficient, the predictions do not reveal a large sensitivity to the empirical coefficient in the downer reactor, but a relatively great change of the constants has important effect on the prediction. 展开更多
关键词 two-phase flow second-order moment model two-scale fluctuation empirical coefficients
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Closed-form steady-state solutions for forced vibration of second-order axially moving systems
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作者 Jingming FAN Bo CHEN Yinghui LI 《Applied Mathematics and Mechanics(English Edition)》 SCIE EI CSCD 2023年第10期1701-1720,共20页
Second-order axially moving systems are common models in the field of dynamics, such as axially moving strings, cables, and belts. In the traditional research work, it is difficult to obtain closed-form solutions for ... Second-order axially moving systems are common models in the field of dynamics, such as axially moving strings, cables, and belts. In the traditional research work, it is difficult to obtain closed-form solutions for the forced vibration when the damping effect and the coupling effect of multiple second-order models are considered.In this paper, Green's function method based on the Laplace transform is used to obtain closed-form solutions for the forced vibration of second-order axially moving systems. By taking the axially moving damping string system and multi-string system connected by springs as examples, the detailed solution methods and the analytical Green's functions of these second-order systems are given. The mode functions and frequency equations are also obtained by the obtained Green's functions. The reliability and convenience of the results are verified by several examples. This paper provides a systematic analytical method for the dynamic analysis of second-order axially moving systems, and the obtained Green's functions are applicable to different second-order systems rather than just string systems. In addition, the work of this paper also has positive significance for the study on the forced vibration of high-order systems. 展开更多
关键词 Green's function axially moving system closed-form solution second-order model forced vibration Laplace transform
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SECOND-ORDER MOMENT MODEL FOR DENSE TWO-PHASE TURBULENT FLOW OF BINGHAM FLUID WITH PARTICLES
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作者 曾卓雄 周力行 刘志和 《Applied Mathematics and Mechanics(English Edition)》 SCIE EI 2006年第10期1373-1381,共9页
The USM-θ model of Bingham fluid for dense two-phase turbulent flow was developed, which combines the second-order moment model for two-phase turbulence with the particle kinetic theory for the inter-particle collisi... The USM-θ model of Bingham fluid for dense two-phase turbulent flow was developed, which combines the second-order moment model for two-phase turbulence with the particle kinetic theory for the inter-particle collision. In this model, phases interaction and the extra term of Bingham fluid yield stress are taken into account. An algorithm for USM-θ model in dense two-phase flow was proposed, in which the influence of particle volume fraction is accounted for. This model was used to simulate turbulent flow of Bingham fluid single-phase and dense liquid-particle two-phase in pipe. It is shown USM-θ model has better prediction result than the five-equation model, in which the particle-particle collision is modeled by the particle kinetic theory, while the turbulence of both phase is simulated by the two-equation turbulence model. The USM-θ model was then used to simulate the dense two-phase turbulent up flow of Bingham fluid with particles. With the increasing of the yield stress, the velocities of Bingham and particle decrease near the pipe centre. Comparing the two-phase flow of Bingham-particle with that of liquid-particle, it is found the source term of yield stress has significant effect on flow. 展开更多
关键词 Bingham fluid two-phase flow yield stress second-order moment model
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Dynamics of Rabi model under second-order Born Oppenheimer approximation
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作者 王治海 周端陆 《Chinese Physics B》 SCIE EI CAS CSCD 2013年第11期311-314,共4页
We apply the second-order Born-Oppenheimer (BO) approximation to investigate the dynamics of the Rabi model, which describes the interaction between a two-level system and a single bosonic mode beyond the rotating w... We apply the second-order Born-Oppenheimer (BO) approximation to investigate the dynamics of the Rabi model, which describes the interaction between a two-level system and a single bosonic mode beyond the rotating wave approxi- mation. By comparing with the numerical results, we find that our approach works well when the frequency of the two-level system is much smaller than that of the bosonic mode. 展开更多
关键词 Rabi model second-order Born-Oppenheimer approximation
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Rapid post-earthquake safety assessment of low-rise reinforced concrete structures
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作者 Koji Tsuchimoto Yasutaka Narazaki Billie F.Spencer,Jr. 《Earthquake Engineering and Engineering Vibration》 2025年第1期101-112,共12页
Many countries throughout the world have experienced large earthquakes,which cause building damage or collapse.After such earthquakes,structures must be inspected rapidly to judge whether they are safe to reoccupy.To ... Many countries throughout the world have experienced large earthquakes,which cause building damage or collapse.After such earthquakes,structures must be inspected rapidly to judge whether they are safe to reoccupy.To facilitate the inspection process,the authors previously developed a rapid building safety assessment system using sparse acceleration measurements for steel framed buildings.The proposed system modeled nonlinearity in the measurement data using a calibrated simplified lumped-mass model and convolutional neural networks(CNNs),based on which the buildinglevel damage index was estimated rapidly after earthquakes.The proposed system was validated for a nonlinear 3D numerical model of a five-story steel building,and later for a large-scale specimen of an 18-story building in Japan tested on the E-Defense shaking table.However,the applicability of the safety assessment system for reinforced concrete(RC)structures with complex hysteretic material nonlinearity has yet to be explored;the previous approach based on a simplified lumpedmass model with a Bouc-Wen hysteretic model does not accurately represent the inherent nonlinear behavior and resulting damage states of RC structures.This study extends the rapid building safety assessment system to low-rise RC moment resisting frame structures representing typical residential apartments in Japan.First,a safety classification for RC structures based on a damage index consistent with the current state of practice is defined.Then,a 3D nonlinear numerical model of a two-story moment frame structure is created.A simplified lumped-mass nonlinear model is developed and calibrated using the 3D model,incorporating the Takeda degradation model for the RC material nonlinearity.This model is used to simulate the seismic response and associated damage sensitive features(DSF)for random ground motion.The resulting database of responses is used to train a convolutional neural network(CNN)that performs rapid safety assessment.The developed system is validated using the 3D nonlinear analysis model subjected to historical earthquakes.The results indicate the applicability of the proposed system for RC structures following seismic events. 展开更多
关键词 rapid post-earthquake safety assessment ACCELERATION interstory drift angle damage sensitive feature convolutional neural network rc structure simplified non-linear analysis model Takeda degradation model
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