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Study of scattering from time-varying Gerstners sea surface using second-order small slope approximation
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作者 张彦敏 王运华 郭立新 《Chinese Physics B》 SCIE EI CAS CSCD 2010年第5期260-268,共9页
Backscattered fields from one-dimensional time-varying Gerstners sea surface are calculated utilising the secondorder small slope approximation. It is well known that spectral properties of the backscattered echoes re... Backscattered fields from one-dimensional time-varying Gerstners sea surface are calculated utilising the secondorder small slope approximation. It is well known that spectral properties of the backscattered echoes relate to the velocity of the small elementary scatterers on sea surface profiles. Therefore, modeling Doppler spectra from the ocean requires an accurate description of the sea surface motion. The profile of nonlinear Gerstners sea surface shows verticalskewness of sea waves, it is sharper at the crest and flatter at the trough than linear waves, and its maximum slope position is closer to the crest than to the trough. Furthermore, the horizontal component of the small elementary scatterers orbit velocity on the sea surface, which yields noticeable influence on Doppler spectra, can be obtained conveniently by Gerstners sea surface model. In this study the characteristics of Doppler spectra of backscattered fields from time-varying Gerstners sea surface are investigated and the dependences of the Doppler frequency and the Doppler bandwidth on the parameters, such as the wind speed, the radar frequency, the incident angle, etc. are discussed. It is shown that the Doppler bandwidth of microwave scattered fields from Gerstners sea surface is considerably broadened. For the case of high frequency backscattered fields, the values of the higher-order spectrum peaks are larger than those obtained by linear sea surface. 展开更多
关键词 Gerstners sea surface electromagnetic scattering Doppler spectra second-order small slope approximation
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Fractal characteristics investigation on electromagnetic scattering from 2-D Weierstrass fractal dielectric rough surface 被引量:1
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作者 任新成 郭立新 《Chinese Physics B》 SCIE EI CAS CSCD 2008年第8期2956-2962,共7页
A normalized two-dimensional band-limited Weierstrass fractal function is used for modelling the dielectric rough surface. An analytic solution of the scattered field is derived based on the Kirchhoff approximation. T... A normalized two-dimensional band-limited Weierstrass fractal function is used for modelling the dielectric rough surface. An analytic solution of the scattered field is derived based on the Kirchhoff approximation. The variance of scattering intensity is presented to study the fractal characteristics through theoretical analysis and numerical calculations. The important conclusion is obtained that the diffracted envelope slopes of scattering pattern can be approximated as a slope of linear equation. This conclusion will be applicable for solving the inverse problem of reconstructing rough surface and remote sensing. 展开更多
关键词 dielectric rough surface 2-D band-limited Weierstrass fractal function fractal characteristics Kirchhoff approximation
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基于曲面二次标准型逼近的最近电压稳定临界点求取方法 被引量:6
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作者 方斯顿 程浩忠 +2 位作者 徐国栋 曾平良 姚良忠 《电力系统自动化》 EI CSCD 北大核心 2016年第2期69-76,共8页
针对切平面不能准确描述电压稳定极限曲面极限点邻域性质的缺陷,文中提出一种考虑负荷增长方向不确定性的基于曲面二次标准型逼近的两层规划模型,求解最近电压稳定临界点。该方法首先计算初始化负荷增长方向上的电压稳定临界点,并利用We... 针对切平面不能准确描述电压稳定极限曲面极限点邻域性质的缺陷,文中提出一种考虑负荷增长方向不确定性的基于曲面二次标准型逼近的两层规划模型,求解最近电压稳定临界点。该方法首先计算初始化负荷增长方向上的电压稳定临界点,并利用Weingarten映射获得该点处极限曲面的主曲率,进而获得极限曲面的二次标准型逼近,最后采用基于信赖域思想的二次规划法迭代搜索最近的电压稳定临界点。所提模型可同时考虑鞍节点分岔和极限诱导分岔两种临界点。对多个IEEE系统及中国东部某实际大区域电网等系统的分析证明了该方法的有效性。分析表明,所提方法具有收敛速度快、鲁棒性好,全局寻优能力强的优点,可快速确定电力系统的电压薄弱区域,并可直接用于大系统分析。 展开更多
关键词 极限曲面二次标准型逼近 Weingarten映射 最近电压稳定临界点 负荷增长方向 不确定性
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基于最近电压稳定临界点的发电机无功备用优化方法 被引量:3
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作者 方斯顿 程浩忠 +2 位作者 徐国栋 曾平良 姚良忠 《电力系统自动化》 EI CSCD 北大核心 2016年第3期27-32,51,共7页
目前发电机的无功备用优化方法均基于固定的负荷增长方式,而当考虑负荷、新能源出力预测误差之后,这种优化方法无法有效评估最危险负荷增长方式下的无功备用水平。针对这一问题,文中提出基于最近电压稳定临界点的发电机无功备用优化非... 目前发电机的无功备用优化方法均基于固定的负荷增长方式,而当考虑负荷、新能源出力预测误差之后,这种优化方法无法有效评估最危险负荷增长方式下的无功备用水平。针对这一问题,文中提出基于最近电压稳定临界点的发电机无功备用优化非线性二层规划模型,上层问题在给定基态节点注入功率的情况下,将求取最近电压稳定临界点及对应的最危险负荷增长方式化为极限曲面二次近似和连续潮流校正的两层迭代格式,而下层模型则求解该最危险负荷增长方式下的无功备用问题,并将修正的基态节点注入功率返回上层模型。为证明该模型的有效性,首先在若干假设的前提下证明了最优解的存在性和充分必要条件,进一步分析表明所提方法可考虑节点负荷增长方式的不确定性,有效提升最危险负荷增长方式下系统的无功备用水平,提高系统的电压稳定裕度,保障系统的安全运行。 展开更多
关键词 最近电压稳定临界点 无功备用优化 最危险负荷增长方式 极限曲面二次近似
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Reliability analysis of shallow tunnels using the response surface methodology 被引量:2
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作者 Adam Hamrouni Daniel Dias Badreddine Sbartai 《Underground Space》 SCIE EI 2017年第4期246-258,共13页
A probabilistic study of a circular tunnel excavated in a soil mass using the response surface methodology(RSM)is presented.A deterministic model based on two-dimensional numerical simulations in a transversal section... A probabilistic study of a circular tunnel excavated in a soil mass using the response surface methodology(RSM)is presented.A deterministic model based on two-dimensional numerical simulations in a transversal section is used,and the serviceability limit state(SLS)is considered in the analysis.The model permits the surface settlement curve and the bending moment on the tunnel lining to be obtained.Only the soil parameters are considered as random variables.Thefirst-order reliability method(FORM)and the response surface methodology(RSM)are utilized for the assessment of the Hasofer-Lind reliability index(bHL)optimized by the use of a genetic algorithm(GA).Two assumptions(normal and non-normal distribution)were used for the random variables.The comparison analysis considering a correlation between the friction angle and the cohesion indicates that the results are conservative if a negative correlation among strength parameters is not taken into account.The assumption of a non-normal distribution for the random variables has an important effect on the reliability index for the practical range of values of surface settlements. 展开更多
关键词 TUNNEL Convergence-confinement method FORM Response surface reliability limit states approximate performance function Genetic algorithm
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基于GIS的三维对称边坡滑面正应力分布逼近函数构造 被引量:4
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作者 余国 谢谟文 +1 位作者 孙紫豪 刘鹏 《岩土力学》 EI CAS CSCD 北大核心 2019年第6期2332-2340,共9页
基于栅格柱体单元构造出对称边坡滑面正应力分布的逼近函数,为在GIS(地理信息系统)中建立基于滑面正应力假定的极限平衡法提供了理论计算基础。结合GIS的强大空间数据分析能力,建立出一个基于栅格柱体单元的三维边坡稳定性分析极限平衡... 基于栅格柱体单元构造出对称边坡滑面正应力分布的逼近函数,为在GIS(地理信息系统)中建立基于滑面正应力假定的极限平衡法提供了理论计算基础。结合GIS的强大空间数据分析能力,建立出一个基于栅格柱体单元的三维边坡稳定性分析极限平衡模型,且在无任何力的假设条件下,推导出基于栅格单元的滑面正应力分布构成。结合算例分析表明:在滑体滑动方向上,滑面正应力的分布一部分由滑体自重和外力构成,且对滑面正应力的贡献所占比例很大,为已知函数,另一部分由柱间作用力构成,所占比例很小,为未知函数,因此,柱间作用力分布可选用三阶拉格朗日多项式来近似逼近拟合;在垂直于滑体滑动方向上,滑面正应力分布采用抛物线近似逼近拟合;进而构造出对称边坡的基于栅格单元的滑面正应力分布逼近函数。并通过算例对该逼近函数的合理性进行了验证。 展开更多
关键词 三维边坡 极限平衡 滑面正应力 逼近函数 GIS 栅格单元
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