制作一个链接列表，并对数据进行排序

kalman估值器,为了简洁未使用矩阵计算,应用了kalman滤波,c语言实现-A kalman estimator written with c , without matrix operation,applied kalman filter.

有限单元法原理与应用 第2版(朱伯芳)是有限元书籍中比较经典的一本，包含了杆系、平面、空间单元的原理与应用，涉及流体力学，热传导，混凝土徐变，弹性稳定，大位移，断裂问题等等。-Finite element method and application of Principle 2 (Zhu Bofang) is the finite element books more classic one, including the bar, flat, space modules and application of the principles involved in fluid mechanics, heat conduction, concrete creep, elastic stability, large displacement, fracture, etc..

雅克比算法，计算结构自振特征的基本方法，可求解结构的所有阶次振型和自振频率-Jacques algorithm to calculate structural vibration characteristics of the basic methods can solve all the structural order of vibration and vibration frequency

实现阶乘算法,1000以内的数字都可以实现-factorial algorithm to achieve, within the 1000 figure can be achieved ..................................

动态时间规整算法的实现。田北俊议员阮在 C# 中以编程语言编写的 DTW 算法实现。如果您有任何疑问，请联系我在 nxtien@gmail.com

利用2812来进行电机控制的主程序代码，其中包括各种控制方式，来自于TI官网的例程，未改动，便于后面的学习

Please read your package and describe it at least 40 bytes. System will automatically delete the directory of debug and release

MSLSⅠ多步递推最小二乘法 Msls分三步对系统和噪声模型进行辨识，采用脉冲序列作为辅助系统模型，用计算输出数据；用原输出数据计算,用递推最小二乘方法分别对系统参数和模型参数进行估计。 -MSLS Ⅰ recursive least squares multi-step Msls three steps on the system and noise model identification, the use of pulse sequence as a supplementary system model, the calculation of the output data with the original output data, the use of recursive least squares method on system parameters, respectively, and model parameters estimated.

Vondrak算法:主要用于未知函数测量数据滤波-Vondrak algorithm: being used in the filtering of measuring data whose function is unknown.

SPHysics is a platform of Smoothed Particle Hydrodynamics (SPH) codes inspired by the formulation of Monaghan (1992) developed jointly by researchers at the Johns Hopkins University (U.S.A.), the University of Vigo (Spain), the University of Manchester (U.K.) and the University of Rome La Sapienza (Italy). Developed over a number of years primarily to study free-surface flow phenomena where Eulerian methods can be difficult to apply, such as waves, impact of dam-breaks on off-shore structures.