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Time effect and prediction of broken rock bulking coefficient on the base of particle discrete element method 被引量:5
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作者 Fanfei Meng Hai Pu +4 位作者 Takashi Sasaoka Hideki Shimada Sifei Liu Tumelo KM Dintwe Ziheng Sha 《International Journal of Mining Science and Technology》 SCIE EI CAS CSCD 2021年第4期643-651,共9页
Bulking characteristics of gangue are of great significance for the stability of goafs in mining overburden in the caving zones.In this paper,a particle discrete element method with clusters to represent gangue was ad... Bulking characteristics of gangue are of great significance for the stability of goafs in mining overburden in the caving zones.In this paper,a particle discrete element method with clusters to represent gangue was adopted to explore the bulking coefficient time effect of the broken rock in the caving zone under three-dimensional triaxial compression condition.The phenomena of stress corrosion,deformation,and failure of rock blocks were simulated in the numerical model.Meanwhile,a new criterion of rock fragments damage was put forward.It was found that the broken rock has obvious viscoelastic properties.A new equation based on the Burgers creep model was proposed to predict the bulking coefficient of broken rock.A deformation characteristic parameter of the prediction equation was analyzed,which can be set as a fixed value in the mid-and long-term prediction of the bulking coefficient.There are quadratic function relationships between the deformation characteristic parameter value and Talbot gradation index,axial pressure and confining pressure. 展开更多
关键词 Bulking coefficient Time effect Deformation prediction Broken rock Particle discrete element model
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Impact of geometric features of impermeable discrete bedform on hyporheic exchange
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作者 Xue-yong Wang Jing-yu Fan 《Water Science and Engineering》 CSCD 2024年第4期388-396,共9页
The bedform-driven hyporheic exchange plays a crucial role in mass transport within natural aquatic ecosystems like streams and rivers. This study aimed to unveil the impact of geometric features of impermeable discre... The bedform-driven hyporheic exchange plays a crucial role in mass transport within natural aquatic ecosystems like streams and rivers. This study aimed to unveil the impact of geometric features of impermeable discrete bedforms on hyporheic exchange by experimentally measuring quantitative hyporheic exchange flux data and variation characteristics in an annual flume. The experiments encompassed diverse conditions involving the ratio of bedform wavelength (λ) to wave height (h) and relative submergence. The study also analyzed the dependence of the effective diffusion coefficient on the geometric characteristics of bedform composition elements. The experimental results showed that, in comparison to a permeable flat bed, the presence of an impermeable discrete bedform tended to either attenuate or enhance hyporheic exchange, contingent on the geometric characteristics of bedform composition elements. The hyporheic exchange flux exhibited an initially increase followed by a decrease with increasing λ/h, with turbulence penetration emerging as the dominant mechanism governing hyporheic exchange for cases with relatively denser bedform composition elements (e.g., λ/h = 4.0). The effective diffusion coefficient peaked at λ/h around 6.0–8.0, owing to a significant augmentation in the relative contribution of pumping exchange to gross hyporheic exchange. Furthermore, the hyporheic exchange intensity generally increased with decreasing relative submergence, primarily attributed to the augmented relative contribution of pumping exchange to gross hyporheic exchange. 展开更多
关键词 Hyporheic exchange Effective diffusion coefficient discrete bedform Geometric feature Turbulence penetration Pumping exchange
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TESTING FOR VARYING DISPERSION IN DISCRETE EXPONENTIAL FAMILY NONLINEAR MODELS
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作者 LinJinguan WeiBocheng ZhangNansong 《Applied Mathematics(A Journal of Chinese Universities)》 SCIE CSCD 2003年第3期294-302,共9页
It is necessary to test for varying dispersion in generalized nonlinear models.Wei,et al(1998) developed a likelihood ratio test,a score test and their adjustments to test for varying dispersion in continuous exponent... It is necessary to test for varying dispersion in generalized nonlinear models.Wei,et al(1998) developed a likelihood ratio test,a score test and their adjustments to test for varying dispersion in continuous exponential family nonlinear models.This type of problem in the framework of general discrete exponential family nonlinear models is discussed.Two types of varying dispersion,which are random coefficients model and random effects model,are proposed,and corresponding score test statistics are constructed and expressed in simple,easy to use,matrix formulas. 展开更多
关键词 discrete exponential family distribution generalized nonlinear model random coefficients random effects score test varying dispersion
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Discrete wavelet and modified PCA decompositions for postural stability analysis in biometric applications
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作者 Dhouha Maatar Regis Fournier +1 位作者 Zied Lachiri Amine Nait-Ali 《Journal of Biomedical Science and Engineering》 2011年第8期543-551,共9页
The aim of this study is to compare the Discrete wavelet decomposition and the modified Principal Analysis Component (PCA) decomposition to analyze the stabilogram for the purpose to provide a new insight about human ... The aim of this study is to compare the Discrete wavelet decomposition and the modified Principal Analysis Component (PCA) decomposition to analyze the stabilogram for the purpose to provide a new insight about human postural stability. Discrete wavelet analysis is used to decompose the stabilogram into several timescale components (i.e. detail wavelet coefficients and approximation wavelet coefficients). Whereas, the modified PCA decomposition is applied to decompose the stabilogram into three components, namely: trend, rambling and trembling. Based on the modified PCA analysis, the trace of analytic trembling and rambling in the complex plan highlights a unique rotation center. The same property is found when considering the detail wavelet coefficients. Based on this property, the area of the circle in which 95% of the trace’s data points are located, is extracted to provide important information about the postural equilibrium status of healthy subjects (average age 31 ± 11 years). Based on experimental results, this parameter seems to be a valuable parameter in order to highlight the effect of visual entries, stabilogram direction, gender and age on the postural stability. Obtained results show also that wavelets and the modified PCA decomposition can discriminate the subjects by gender which is particularly interesting in biometric applications and human stability simulation. Moreover, both techniques highlight the fact that male are less stable than female and the fact that there is no correlation between human stability and his age (under 60). 展开更多
关键词 Approximation WAVELET coefficientS Detail WAVELET coefficientS discrete WAVELET Analysis PCA Decomposition Phase Rambling Stabilogram Trem-bling Trend BIOMETRICS
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Approximation of Derivative for a Singularly Perturbed Second-Order ODE of Robin Type with Discontinuous Convection Coefficient and Source Term
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作者 R.Mythili Priyadharshini N.Ramanujam 《Numerical Mathematics(Theory,Methods and Applications)》 SCIE 2009年第1期100-118,共19页
In this paper, a singularly perturbed Robin type boundary value problem for second-order ordinary differential equation with discontinuous convection coefficient and source term is considered. A robust-layer-resolving... In this paper, a singularly perturbed Robin type boundary value problem for second-order ordinary differential equation with discontinuous convection coefficient and source term is considered. A robust-layer-resolving numerical method is proposed. An e-uniform global error estimate for the numerical solution and also to the numerical derivative are established. Numerical results are presented, which are in agreement with the theoretical predictions. 展开更多
关键词 Singular perturbation problem piecewise uniform mesh discrete derivative discontinuous convection coefficient Robin boundary conditions discontinuous source term.
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Generalized Algorithms of Discrete Optimization and Their Power Engineering Applications
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作者 Roberto Berredo Petr Ekel +2 位作者 Helder Ferreira Reinaldo Palhares Douglas Penaforte 《Engineering(科研)》 2015年第8期530-543,共14页
Generalized algorithms for solving problems of discrete, integer, and Boolean programming are discussed. These algorithms are associated with the method of normalized functions and are based on a combination of formal... Generalized algorithms for solving problems of discrete, integer, and Boolean programming are discussed. These algorithms are associated with the method of normalized functions and are based on a combination of formal and heuristic procedures. This allows one to obtain quasi-optimal solutions after a small number of steps, overcoming the NP-completeness of discrete optimization problems. Questions of constructing so-called “duplicate” algorithms are considered to improve the quality of discrete problem solutions. An approach to solving discrete problems with fuzzy coefficients in objective functions and constraints on the basis of modifying the generalized algorithms is considered. Questions of applying the generalized algorithms to solve multicriteria discrete problems are also discussed. The results of the paper are of a universal character and can be applied to the design, planning, operation, and control of systems and processes of different purposes. The results of the paper are already being used to solve power engineering problems. 展开更多
关键词 discrete Optimization Method of Normalized FUNCTIONS DUPLICATE Algorithms Fuzzy coefficientS Interrelated Models MULTIOBJECTIVE DECISION MAKING
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基于EDEM的发酵反应器螺旋搅拌结构参数优化设计
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作者 张艳丽 张征征 +3 位作者 牛国玲 马浏轩 梁秋艳 邢晨泰 《中国农机化学报》 北大核心 2025年第2期187-192,216,共7页
针对秸秆发酵过程中碎料与菌种混合不均问题,对好氧反应器的螺旋搅拌结构进行参数优化。基于离散单元法,对物料进行理论和仿真分析。结果表明,影响变异系数主次顺序为转速、螺距比、叶宽比;随搅拌叶宽比增加,变异系数先减小后增大,平均... 针对秸秆发酵过程中碎料与菌种混合不均问题,对好氧反应器的螺旋搅拌结构进行参数优化。基于离散单元法,对物料进行理论和仿真分析。结果表明,影响变异系数主次顺序为转速、螺距比、叶宽比;随搅拌叶宽比增加,变异系数先减小后增大,平均功率呈下降趋势;随搅拌螺距比增加,变异系数先下降后上升,平均功率呈下降趋势;随搅拌转速增加,变异系数呈下降趋势,平均功率呈先上升后下降趋势。构建变异系数模型并进行优化,变异系数最优为13.295%,与仿真结果误差为1.411%;搅拌装置进行静力学分析,最大应力值为47.259 MPa,最大变形为4.3575 mm;离散元仿真功率与试验值误差均值为14.1%,符合设计要求。该搅拌参数优化设计为发酵反应器高效混合提供理论支持。 展开更多
关键词 秸秆发酵 螺旋搅拌结构 离散单元法 变异系数 参数优化
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基于离散度分析的Top-k组合Skyline查询算法
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作者 董雷刚 刘国华 +1 位作者 王鑫 崔晓微 《计算机应用与软件》 北大核心 2025年第2期72-80,共9页
现有的组合Skyline查询算法不能区分组合中数据的离散度,且输出结果集很大。针对这种情况,提出基于数据离散度分析的Top-k组合Skyline查询算法。提出基于权重的组合离散系数概念及其计算方法;设置分类器将组合划分至不同的组合队列;采... 现有的组合Skyline查询算法不能区分组合中数据的离散度,且输出结果集很大。针对这种情况,提出基于数据离散度分析的Top-k组合Skyline查询算法。提出基于权重的组合离散系数概念及其计算方法;设置分类器将组合划分至不同的组合队列;采用并行处理方式对各组合队列进行计算。实验结果表明,该算法可以根据用户自定义条件准确有效地返回结果,能满足实际应用的需要。 展开更多
关键词 组合Skyline 离散度分析 TOP-K 离散系数 分类器 并行处理
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静止土压力系数变化对砂土中板桩码头结构受力变形特性的影响机理分析
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作者 李瑞 许晓瑞 +1 位作者 代志宇 雷恒 《海洋技术学报》 2025年第1期71-79,共9页
我国海洋强国战略的不断推进对码头结构的设计和建造提出了更精细化的要求。本文以单锚板桩码头结构为例,首先利用砂雨法制备了不同堆积状态的均质砂土地基,并通过离心模型试验,测定了该地基的静止土压力系数;然后基于有限元数值模拟,... 我国海洋强国战略的不断推进对码头结构的设计和建造提出了更精细化的要求。本文以单锚板桩码头结构为例,首先利用砂雨法制备了不同堆积状态的均质砂土地基,并通过离心模型试验,测定了该地基的静止土压力系数;然后基于有限元数值模拟,研究了不同静止土压力系数下,港池开挖完成后单锚板桩码头结构前墙水平位移、弯矩和土压力分布等问题;最后通过离散元数值仿真,深入分析了颗粒的静止土压力系数变化对墙体作用压力影响的细观机理。研究结果表明:地基土静止土压力系数增加会提高港池开挖完成后板桩码头结构前墙的受力和变形水平,其增大后对港池开挖后前墙两侧的土压力影响较大,堆积体中深层颗粒间的骨架力链数量增多,力的传导效率更高,作用在深部墙体上的土压力变化趋势差距较大。细化静止土压力系数取值可有效提高结构设计水平,对保障结构安全具有重要意义。 展开更多
关键词 离心模型试验 静止土压力系数 板桩码头结构 土压力 离散元
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立式浸渍法测试碳纤维的拉伸强度
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作者 关丽 《合成纤维工业》 2025年第1期94-98,共5页
配制密度为0.848~0.923 g/cm^(3)的胶液,使用立式浸胶槽对碳纤维进行浸渍,再通过自然沥胶方式沥胶制备碳纤维样条,并测试样条的拉伸强度,考察了胶液密度对样条树脂含量、拉伸强度及拉伸强度离散系数的影响,并对比了自然沥胶与手动沥胶... 配制密度为0.848~0.923 g/cm^(3)的胶液,使用立式浸胶槽对碳纤维进行浸渍,再通过自然沥胶方式沥胶制备碳纤维样条,并测试样条的拉伸强度,考察了胶液密度对样条树脂含量、拉伸强度及拉伸强度离散系数的影响,并对比了自然沥胶与手动沥胶方式对碳纤维拉伸强度测试结果的影响。结果表明:胶液密度为0.850~0.856 g/cm^(3)时,纤维样条树脂含量可控制在标准要求值(35%~50%),合格率为96.7%;采用立式浸渍、自然沥胶制样,在胶液密度为0.852 g/cm^(3)时,测试样条的拉伸强度较高,且拉伸强度离散系数的合格率最高,达80%;相比手动沥胶,采用自然沥胶所制样条的拉伸强度相对较高,拉伸强度离散系数相对较低,且拉伸强度离散系数合格率大幅提高;采用立式浸渍法测试碳纤维的拉伸强度,控制胶液密度为0.852 g/cm^(3),通过立式浸渍及自然沥胶方式制样,可以实现批量制样,大幅提高制样效率,且可有效提高测试结果的准确度。 展开更多
关键词 碳纤维 立式浸渍法 胶液密度 拉伸强度 离散系数
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特征降维与融合的水声目标识别方法
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作者 李昊鑫 肖长诗 +2 位作者 元海文 郭玉滨 刘加轩 《哈尔滨工程大学学报》 北大核心 2025年第1期102-110,共9页
为解决水声目标在强噪声环境下识别困难以及特征高维问题,本文提出一种将水声信号进行离散小波变换并提取其低频系数与重组一维梅尔倒谱系数融合的方法,以减少特征维度并弥补信息损失。利用1D-CNN-LSTM神经网络在DeepShip和ShipsEar 2... 为解决水声目标在强噪声环境下识别困难以及特征高维问题,本文提出一种将水声信号进行离散小波变换并提取其低频系数与重组一维梅尔倒谱系数融合的方法,以减少特征维度并弥补信息损失。利用1D-CNN-LSTM神经网络在DeepShip和ShipsEar 2个数据集上进行实验,识别准确率均在99%以上。结果表明:该算法能够有效抑制噪声,具备较强的鲁棒性。将所提算法应用到单船识别,实验结果表明该算法能够有效区分同类型的不同船舶。 展开更多
关键词 水声目标识别 离散小波变换 梅尔倒谱系数 特征融合 联合神经网络 单船识别 深度学习 船舶辐射噪声
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基于SPH-DEM的水下散粒体滑坡涌浪机理研究
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作者 高景芝 陈丁 姚学昊 《河南科学》 2025年第3期356-365,共10页
精准预测滑坡体的运动和自由表面波浪的生成是水下滑坡研究的关键。本文结合光滑粒子流体动力学(SPH)与离散单元法(DEM)各自的优势,并考虑水体在散粒体滑坡中的渗透作用,建立了适用于分析水下散粒体滑坡涌浪问题的SPH-DEM耦合模型。通过... 精准预测滑坡体的运动和自由表面波浪的生成是水下滑坡研究的关键。本文结合光滑粒子流体动力学(SPH)与离散单元法(DEM)各自的优势,并考虑水体在散粒体滑坡中的渗透作用,建立了适用于分析水下散粒体滑坡涌浪问题的SPH-DEM耦合模型。通过U型管多孔介质渗透算例,进一步验证了模型所计算的渗透力的准确性,证明了SPH-DEM耦合模型在模拟土-水耦合问题上的可行性和有效性。对水下可变形滑坡问题进行模拟计算,阐述了水下散粒体滑坡的渗透机制,并系统研究了渗透系数对散粒体滑坡变形和波浪形态的影响,发现随着渗透系数的增加,散粒体滑坡变形程度与最大首浪浪高均呈对数变化。进一步考虑不同土体质量与渗透系数对散粒体滑坡形态以及涌浪高度的影响,得到散粒体滑坡变形的拟合公式。 展开更多
关键词 水下滑坡涌浪 土-水耦合 光滑粒子流体动力学 离散元 渗透系数
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掘锚一体机截盘结构优化及性能仿真
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作者 刘昕宇 常映辉 +1 位作者 陈明军 张小峰 《煤矿机电》 2025年第1期19-25,共7页
为研究不同因素下掘锚一体机截盘破岩性能并进行结构优化,利用离散元EDEM软件建立截盘破岩模型,分别对3种不同结构截盘进行仿真模拟,得到截盘三向载荷和波动系数,从而对截盘截割性能进行评价,研究截盘结构对截割性能的影响。研究表明:... 为研究不同因素下掘锚一体机截盘破岩性能并进行结构优化,利用离散元EDEM软件建立截盘破岩模型,分别对3种不同结构截盘进行仿真模拟,得到截盘三向载荷和波动系数,从而对截盘截割性能进行评价,研究截盘结构对截割性能的影响。研究表明:在垂直自上而下和水平推进两种截割方式下,3种截盘的截割载荷特性相似,齿型截盘的载荷更小,证明齿型截齿的破岩能力良好;在垂直自上而下和水平推进两种截割方式下,3种截盘的载荷波动系数特性相似,且盘型截盘的载荷波动系数更小,说明盘型截盘对截割部产生振动较小;在评价截盘截割性能时,应优先考虑截割载荷,其次是载荷波动系数。研究结果表明:齿型截盘破岩能力更优,通过截盘结构优化可进一步降低岩脊对整机的影响。此研究可为井下实际开采工艺和掘锚一体机截盘设计提供一定的参考依据。 展开更多
关键词 半煤岩 离散元 掘锚一体机截盘 截割载荷 载荷波动系数
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铁路后张法预应力混凝土梁管道摩阻系数算法优化与智能摩阻测试系统研究
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作者 高峰 《铁道标准设计》 北大核心 2025年第2期82-88,共7页
对于铁路后张法预应力混凝土梁,准确、高效地测试计算管道摩阻损失十分重要,直接影响梁体抗裂性能与徐变上拱的控制,而目前常用的管道摩阻系数拟合算法面临摩阻系数结果离散性较大的问题,且摩阻测试手段与方法的智能化、自动化与信息化... 对于铁路后张法预应力混凝土梁,准确、高效地测试计算管道摩阻损失十分重要,直接影响梁体抗裂性能与徐变上拱的控制,而目前常用的管道摩阻系数拟合算法面临摩阻系数结果离散性较大的问题,且摩阻测试手段与方法的智能化、自动化与信息化不足。针对这一现状,以一孔跨径32 m铁路预应力混凝土简支箱梁为研究对象,分析不同管道数据组合计算得到的摩阻系数结果的离散性,基于公式推导提出一种改进的管道摩阻系数拟合优化算法,并通过Python语言编写相应的计算程序,开发一套智能摩阻测试系统,并基于该算法与系统进行工程实际应用。结果表明:改进后的管道摩阻系数拟合优化算法与相应的计算程序能够有效提高管道摩阻系数的拟合准确性与计算效率;智能张拉与摩阻测试的一体化实施,实现了自动分级加载、多孔道摩阻参数的同步自动化测试与计算,有效提高了摩阻测试效率;该系统实现了现场管道摩阻测试数据的自动采集与记录、测试过程及结果的可视化展示、测试报告的自动生成以及试验数据的上传下载与信息交互,有效提高了摩阻测试的准确性、真实性、效率及智能化信息化水平。研究成果在广湛铁路、连乐铁路等项目中的实践应用有效促进了摩阻测试质量、效率和信息化水平的提升。 展开更多
关键词 铁路桥 预应力混凝土梁 后张法 摩阻系数 离散性 算法优化 摩阻测试系统 智能化
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Determination of the coefficient of rolling friction of irregularly shaped maize particles by using discrete element method 被引量:7
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作者 Linrong Shi Wuyun Zhao +1 位作者 Bugong Sun Wei Sun 《International Journal of Agricultural and Biological Engineering》 SCIE EI CAS 2020年第2期15-25,共11页
The coefficient of rolling friction is a foundation parameter for conducting particles simulation,however,which of irregularly shaped maize seeds is difficult to measure.Furthermore,the coefficient of rolling friction... The coefficient of rolling friction is a foundation parameter for conducting particles simulation,however,which of irregularly shaped maize seeds is difficult to measure.Furthermore,the coefficient of rolling friction between the simulation particles and the actual seeds is inconsistent due to the shaped difference of model and different position of gravity center.This paper use two methods to determinate the coefficient of rolling friction based on discrete element method(DEM)and physical experiments.Three types of maize models from five different shaped maize samples(including horse-tooth shape,spherical cone shape,spherical shape,oblate shape,irregular shape)were developed with the help of slice modeling and 3D modeling technology.Aluminum cylinder container is used to arrange the simulation experiments of angle of repose with taking the coefficient of rolling friction as independent variables and the simulation angle of repose as target values.After predicting detailed the coefficient of rolling friction(including horse-tooth shape,spherical cone shape,spherical shape,between horse-tooth shape and spherical cone shape,between horse-tooth shape and spherical shape,between spherical shape and spherical cone shape maize models),and forecasting a unified the coefficient of rolling friction among horse-tooth shape,spherical cone shape and spherical shape maize models,two types of materials(aluminum cylinder container and organic glass container)were used to validate the difference the angle of repose between the simulation maize models and actual maize seeds.Results show the relative error of the angle of repose between the maize models controlled by the coefficient of rolling friction through the detailed method and the actual maize seeds is 0.22%,0.33%in aluminum cylinder,organic glass container,respectively.The relative error of the angle of repose between the simulation maize models controlled by the coefficient of rolling friction through the united method and actual maize seeds is 2.47%,2.97%in aluminum cylinder,organic glass container,respectively.Although the difference of the angle of repose between two method is smaller,the detailed method is better.Moreover,From the accumulation process of the angle of repose we found that the difference on the contacts number between maize models and bottom plate,the change curve of the rotational kinetic energy,the potential energy of maize models controlled by the coefficient of rolling friction through the detailed and the united method are evidently.We can choose a better method to predict the coefficient of rolling friction of maize seeds according to the application situation and investigation objective of irregular maize seeds.The results can provide a theoretical basis for designing and optimizing the structure of the seed-metering machine with DEM. 展开更多
关键词 coefficient of rolling friction MAIZE irregularly shaped model angle of repose discrete element method
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Half-global discretization algorithm based on rough set theory 被引量:2
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作者 Tan Xu Chen Yingwu 《Journal of Systems Engineering and Electronics》 SCIE EI CSCD 2009年第2期339-347,共9页
It is being widely studied how to extract knowledge from a decision table based on rough set theory. The novel problem is how to discretize a decision table having continuous attribute. In order to obtain more reasona... It is being widely studied how to extract knowledge from a decision table based on rough set theory. The novel problem is how to discretize a decision table having continuous attribute. In order to obtain more reasonable discretization results, a discretization algorithm is proposed, which arranges half-global discretization based on the correlational coefficient of each continuous attribute while considering the uniqueness of rough set theory. When choosing heuristic information, stability is combined with rough entropy. In terms of stability, the possibility of classifying objects belonging to certain sub-interval of a given attribute into neighbor sub-intervals is minimized. By doing this, rational discrete intervals can be determined. Rough entropy is employed to decide the optimal cut-points while guaranteeing the consistency of the decision table after discretization. Thought of this algorithm is elaborated through Iris data and then some experiments by comparing outcomes of four discritized datasets are also given, which are calculated by the proposed algorithm and four other typical algorithras for discritization respectively. After that, classification rules are deduced and summarized through rough set based classifiers. Results show that the proposed discretization algorithm is able to generate optimal classification accuracy while minimizing the number of discrete intervals. It displays superiority especially when dealing with a decision table having a large attribute number. 展开更多
关键词 half-global discretization continuous condition attributes correlation coefficient rough entropy STABILITY rough set theory
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Estimation of active earth pressure based on pseudo-dynamic approach and discretization technique 被引量:2
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作者 LUO Wen-jun GONG Chen-jie +1 位作者 WANG Huan-yu YANG Xiao-li 《Journal of Central South University》 SCIE EI CAS CSCD 2021年第9期2890-2904,共15页
A method combining the pseudo-dynamic approach and discretization technique is carried out for computing the active earth pressure.Instead of using a presupposed failure mechanism,discretization technique is introduce... A method combining the pseudo-dynamic approach and discretization technique is carried out for computing the active earth pressure.Instead of using a presupposed failure mechanism,discretization technique is introduced to generate the potential failure surface,which is applicable to the case that soil strength parameters have spatial variability.For the purpose of analyzing the effect of earthquake,pseudo-dynamic approach is adopted to introduce the seismic forces,which can take into account the dynamic properties of seismic acceleration.A new type of micro-element is used to calculate the rate of work of external forces and the rate of internal energy dissipation.The analytical expression of seismic active earth pressure coefficient is deduced in the light of upper bound theorem and the corresponding upper bound solutions are obtained through numerical optimization.The method is validated by comparing the results of this paper with those reported in literatures.The parametric analysis is finally presented to further expound the effect of diverse parameters on active earth pressure under non-uniform soil. 展开更多
关键词 pseudo-dynamic approach discretization technique upper-bound analysis INHOMOGENEITY seismic active earth pressure coefficient
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Continuous and Discrete Similarity Coefficient for Identifying Essential Proteins Using Gene Expression Data 被引量:1
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作者 Jiancheng Zhong Zuohang Qu +2 位作者 Ying Zhong Chao Tang Yi Pan 《Big Data Mining and Analytics》 EI CSCD 2023年第2期185-200,共16页
Essential proteins play a vital role in biological processes,and the combination of gene expression profiles with Protein-Protein Interaction(PPI)networks can improve the identification of essential proteins.However,g... Essential proteins play a vital role in biological processes,and the combination of gene expression profiles with Protein-Protein Interaction(PPI)networks can improve the identification of essential proteins.However,gene expression data are prone to significant fluctuations due to noise interference in topological networks.In this work,we discretized gene expression data and used the discrete similarities of the gene expression spectrum to eliminate noise fluctuation.We then proposed the Pearson Jaccard coefficient(PJC)that consisted of continuous and discrete similarities in the gene expression data.Using the graph theory as the basis,we fused the newly proposed similarity coefficient with the existing network topology prediction algorithm at each protein node to recognize essential proteins.This strategy exhibited a high recognition rate and good specificity.We validated the new similarity coefficient PJC on PPI datasets of Krogan,Gavin,and DIP of yeast species and evaluated the results by receiver operating characteristic analysis,jackknife analysis,top analysis,and accuracy analysis.Compared with that of node-based network topology centrality and fusion biological information centrality methods,the new similarity coefficient PJC showed a significantly improved prediction performance for essential proteins in DC,IC,Eigenvector centrality,subgraph centrality,betweenness centrality,closeness centrality,NC,PeC,and WDC.We also compared the PJC coefficient with other methods using the NF-PIN algorithm,which predicts proteins by constructing active PPI networks through dynamic gene expression.The experimental results proved that our newly proposed similarity coefficient PJC has superior advantages in predicting essential proteins. 展开更多
关键词 Protein-Protein Interaction(PPI)network continuous and discrete similarity coefficient essential proteins
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High Accuracy Arithmetic Average Discretization for Non-Linear Two Point Boundary Value Problems with a Source Function in Integral Form
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作者 Ranjan K. Mohanty Deepika Dhall 《Applied Mathematics》 2011年第10期1243-1251,共9页
In this article, we report the derivation of high accuracy finite difference method based on arithmetic average discretization for the solution of Un=F(x,u,u′)+∫K(x,s)ds , 0 x s < 1 subject to natural boundary co... In this article, we report the derivation of high accuracy finite difference method based on arithmetic average discretization for the solution of Un=F(x,u,u′)+∫K(x,s)ds , 0 x s < 1 subject to natural boundary conditions on a non-uniform mesh. The proposed variable mesh approximation is directly applicable to the integro-differential equation with singular coefficients. We need not require any special discretization to obtain the solution near the singular point. The convergence analysis of a difference scheme for the diffusion convection equation is briefly discussed. The presented variable mesh strategy is applicable when the internal grid points of the solution space are both even and odd in number as compared to the method discussed by authors in their previous work in which the internal grid points are strictly odd in number. The advantage of using this new variable mesh strategy is highlighted computationally. 展开更多
关键词 Variable Mesh ARITHMETIC Average discretIZATION NON-LINEAR Integro-Differential EQUATION Diffusion EQUATION Simpson’s 1/3 Rd Rule SINGULAR coefficients Burgers’ EQUATION Maximum Absolute Errors
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Strong-Stability-Preserving, K-Step, 5- to 10-Stage, Hermite-Birkhoff Time-Discretizations of Order 12
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作者 Truong Nguyen-Ba Huong Nguyen-Thu Re′mi Vaillancourt 《American Journal of Computational Mathematics》 2011年第2期72-82,共11页
We construct optimal k-step, 5- to 10-stage, explicit, strong-stability-preserving Hermite-Birkhoff (SSP HB) methods of order 12 with nonnegative coefficients by combining linear k-step methods of order 9 with 5- to 1... We construct optimal k-step, 5- to 10-stage, explicit, strong-stability-preserving Hermite-Birkhoff (SSP HB) methods of order 12 with nonnegative coefficients by combining linear k-step methods of order 9 with 5- to 10-stage Runge-Kutta (RK) methods of order 4. Since these methods maintain the monotonicity property, they are well suited for solving hyperbolic PDEs by the method of lines after a spatial discretization. It is seen that the 8-step 7-stage HB methods have largest effective SSP coefficient among the HB methods of order 12 on hand. On Burgers’ equations, some of the new HB methods have larger maximum effective CFL numbers than Huang’s 7-step hybrid method of order 7, thus allowing larger step size. 展开更多
关键词 Strong Stability PRESERVING Hermite-Birkhoff Method SSP coefficient TIME discretization Method of Lines Comparison with Other SSP Methods
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