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Clifford分析中无界域上正则函数的边值问题 被引量:5
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作者 乔玉英 许娜 +1 位作者 赵丽琴 李尊凤 《数学进展》 CSCD 北大核心 2006年第4期431-440,共10页
在引入修正Cauchy核的基础上,讨论了无界域上正则函数的带共轭值的边值问题:a(t)Φ+(t)+b(t)Φ+(t)+c(t)Φ-(t)+d(t)Φ=g(t).首先给出了无界域上正则函数的Plemelj公式,然后利用积分方程方法和压缩不动点原理证明了问题解的存在唯一性.
关键词 实CLIFFORD 正则函数 PLEMELJ公式 无界域上的边值问题 识分方程
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SPEECH EMOTION RECOGNITION USING MODIFIED QUADRATIC DISCRIMINATION FUNCTION 被引量:9
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作者 Zhao Yan Zhao Li Zou Cairong Yu Yinhua 《Journal of Electronics(China)》 2008年第6期840-844,共5页
Quadratic Discrimination Function (QDF) is commonly used in speech emotion recognition, which proceeds on the premise that the input data is normal distribution. In this paper, we propose a transformation to normali... Quadratic Discrimination Function (QDF) is commonly used in speech emotion recognition, which proceeds on the premise that the input data is normal distribution. In this paper, we propose a transformation to normalize the emotional features, emotion recognition. Features based on prosody then derivate a Modified QDF (MQDF) to speech and voice quality are extracted and Principal Component Analysis Neural Network (PCANN) is used to reduce dimension of the feature vectors. The results show that voice quality features are effective supplement for recognition, and the method in this paper could improve the recognition ratio effectively. 展开更多
关键词 Speech emotion recognition Principal Component Analysis Neural Network (PCANN) Modified Quadratic Discrimination Function (MQDF)
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Mechanical response of bridge piles in high-steep slopes and sensitivity study 被引量:11
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作者 赵衡 尹平保 李夕兵 《Journal of Central South University》 SCIE EI CAS CSCD 2015年第10期4043-4048,共6页
The bridge piles located in high-steep slopes not only endure the loads from superstructure, but also the residual sliding force as well as the resistance from the slope. By introducing the Winkler foundation theory, ... The bridge piles located in high-steep slopes not only endure the loads from superstructure, but also the residual sliding force as well as the resistance from the slope. By introducing the Winkler foundation theory, the mechanical model of piles-soils-slopes system was established, and the equilibrium differential equations of pile were derived. Moreover, an analytic solution for identifying the model parameters was provided by means of power series method. A project with field measurement was compared with the proposed method. It is indicated that the lateral loads have great influences on the pile, the steep slope effect is indispensable, and reasonable diameter of the pile could enhance the bending ability. The internal force and displacements of pile are largely based upon the horizontal loads applied on pile, especially in upper part. 展开更多
关键词 BRIDGE mechanical response high-steep slope inclined load power series method
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Identifiability and Stability of an Inverse Problem Involving a Fredholm Equation
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作者 Carlos CONCA Rodrigo LECAROS +1 位作者 Jaime H.ORTEGA Lionel ROSIER 《Chinese Annals of Mathematics,Series B》 SCIE CSCD 2015年第5期737-762,共26页
The authors study a linear inverse problem with a biological interpretation,which is modelled by a Fredholm integral equation of the first kind, where the kernel is represented by step functions. Based on different as... The authors study a linear inverse problem with a biological interpretation,which is modelled by a Fredholm integral equation of the first kind, where the kernel is represented by step functions. Based on different assumptions, identifiability, stability and reconstruction results are obtained. 展开更多
关键词 Inverse problems Olfactory system Kernel determination Fredholm integral equation Partial differential equations Numerical reconstruction
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