Extraction of novel features for emotion recognition

Hilbert-Huang transform method has been widely utilized from its inception because of the superiority in varieties of areas. The Hilbert spectrum thus obtained is able to reflect the distribution of the signal energy in a number of scales accurately. In this paper, a novel feature called ECC is proposed via feature extraction of the Hilbert energy spectrum which describes the distribution of the instantaneous energy. The experimental results conspicuously demonstrate that ECC outperforms the traditional short-term average energy. Combination of the ECC with mel frequency cepstral coefficients (MFCC) delineates the distribution of energy in the time domain and frequency domain, and the features of this group achieve a better recognition effect compared with the feature combination of the short-term average energy, pitch and MFCC. Afterwards, further improvements of ECC are developed. TECC is gained by combining ECC with the teager energy operator, and EFCC is obtained by introducing the instantaneous frequency to the energy. In the experiments, seven status of emotion are selected to be recognized and the highest recognition rate 83.57% is achieved within the classification accuracy of boredom reaching 100%. The numerical results indicate that the proposed features ECC, TECC and EFCC can improve the performance of speech emotion recognition substantially.     

科罗拉多大峡谷

科罗拉多大峡谷位于美国亚利桑那州(Arizona)西北部,科罗拉多高原西南部。大峡谷全长446千米,平均宽度16千米,最深处1829米,平均深度超过1500米,总面积2724平方千米。1919年,威尔逊总统将大峡谷地区辟为”大峡谷国家公园”。大峡谷是科罗拉多河的杰作。在大峡谷中,有75种哺乳动物、50种两栖和爬行动物、25种鱼类和超过300种的鸟类生     

简析W=I~2Rt中的I

本文通过对一例题的剖析，指出当电流随时间变化时，电功公式W＝I2Rt中的I应是电流的有效值而不是平均值。     

回转薄壳薄膜应力的材料力学解答及其弹性理论的验证

根据无力矩理论采用材料力学的截面法对三个实例中回转薄壁壳体的经向薄膜应力作了分析和求解，并用弹性理论的计算结果进行了验证，从而说明回转薄壳薄膜应力材料力学解答的准确性。     

约瑟夫逊结中的噪声电压

讨论了约瑟夫逊结中噪声驱动下电流的线性响应，理论表结果表明：随着噪声自关联时间τ的增大，平均归一化电压 减小，热涨落参量越大，平均归一化电压减少越缓慢，就电流的线性响应而言，白噪声与O－U噪声作用正相反。     

研析人气管粘弹性应力松弛

本文揭示了成年新鲜尸体气管的粘弹性应力松弛实验结果，测定了人气管应力和时间相关的不同效应，以回归分析法处理了实验数据，归结为人气管归一化应力松弛函数及其曲线，进一步分析研究了实验结果。     

CFG桩复合地基承载特性分析

CFG桩复合地基具有变形模量高、承载力提高幅度大等特点，设计时可以通过改变桩体材料配比，改变桩体直径、桩长、桩距、垫层厚度等设计参数，使承载力提高以达到设计要求。其中，褥垫层有协调桩和桩间土变形的能力，使得桩和桩间土始终参与工作，一般工程中取10～30cm较为合理。     

弹性有限长度杆在轴向应力波传播和反射过程中的屈曲

讨论弹性有限长度杆端部受冲击载荷作用，在轴向应为波传播和反射过程中的动态屈曲问题．利用扰动方程的解、端部支承条件和应力波反射前后波阵面相容条件得到了动态屈曲的分叉条件，临界载荷和屈曲模态．数值结果表明：临界载荷有多个分支且随时间增加而降低；由于应力波在端部的反射，使临界载荷进一步下降．这个结果就解释了实验中的一些现象．     

竞赛常用知识手册

5不等式 5．1平均不等式 （1）调和平均、几何平均、算术平均和平方平均的关系．记 Hn=n/1/a1＋1/a^2＋…＋1/an,