搜索资源列表
两自由度体系地震响应分析
- 自己编写的matlab程序，分析两自由度体系非线性的地震响应。
matlab_n.几个Matlab编程示例
- 几个Matlab编程示例，其中包括：单位抽样序列、复正弦序列、离散系统的差分方程、冲激响应和卷积分析、离散系统的频率响应分析和零、极点分布、基于Matlab的数字滤波器设计和FFT算法的应用等。,Some Matlab programming examples, including: random sequence of units, rehabilitation Sine sequences, discrete-time systems of differential equations, i
卷积高斯脉冲响应和单位脉冲矢量
- 卷积高斯脉冲响应和单位脉冲矢量卷积高斯脉冲响应和单位脉冲矢量卷积高斯脉冲响应和单位脉冲矢量卷积高斯脉冲响应和单位脉冲矢量卷积高斯脉冲响应和单位脉冲矢量卷积高斯脉冲响应和单位脉冲矢量卷积高斯脉冲响应和单位脉冲矢量
pulse_response_recognition
- 基于matlab系统辨识的经典脉冲响应辨识，自己编写，效果不错。-Matlab system identification based on the classic impulse response identification, their preparation, good results.
Nonlinear_differential_equation
- 这是单自由度的非线性微分方程的求解程序（分段函数），可以画出动响应图和相图。-Nonlinear differential equation
xiangying
- 分析信号的系统响应的实验代码，附有详细的实验说明和源代码，并对实验现象进行解释-Analysis of the signal system in response to the experimental code, with detailed experimental descr iptions and source code, and to explain experimental phenomena
Pulse
- 根据脉冲序列，使用s域z域之间的转换，求系统的脉冲响应传递函数-According to pulse sequence, the use of s-domain conversion between z-domain, and the system impulse response transfer function
Ex2
- 用Matlab编写的对于给定传递系统的阶跃响应和采用修正函数后的阶跃响应-Prepared using Matlab for a given transmission system step response and the adoption of the amendment after the step response function
mianjifa
- 自己开发的基于阶跃响应曲线的面积法程序，实验结果良好。-Their own development based on the step response curve area method procedures, the experimental results well.
xitong
- 系统响应的MATLAB分析程序 内附多个源代码，可作学习参考-System to respond to the MATLAB analysis program containing a number of source code, reference can be used for learning
CF_Hp3
- 经典辨识方法————脉冲响应下的、差分方程法的便辨识----- Classical identification method under the impulse response, then the differential equation method to identify
flush-src
- 粘弹性地基结构动力响应计算程序，虽然比较老，还是很有价值。-Visco-elastic foundation structural dynamic response calculation program, though relatively old, is still of great value.
stepr
- 画出系统的阶跃响应曲线，计算系统的上升时间，调节时间，超调量，稳态误差-drawing the system s step response and comput its adjusting time \stastical error
xiaobo
- 对一个二阶模型模型进行脉冲响应辨识，并且通过搭建simulink模型取得了两组输入-输出数据，一组是在有高斯噪声的干扰下获得u1-y3，另外一组是在没有高斯噪声的情况下获得的u1-y1，对这两组数据进行基于haar小波基的脉冲响应辨识，与实际模型的脉冲响应相比较（注：三个excel表必须放在matlab/work文件夹下才能运行）-Second-order model to a model of impulse response identification, and achieved thro
targ
- 求系统单位给定阶跃响应的性能指标（超调量，峰值时间，调整时间 .....），其中， y，t表示系统节约相应的函数值与其对应时间,函数返回的是阶跃响应的第一(正向)波峰值b1、 阶跃响应的第二(正向)波峰值b2,阶跃响应的超调量sigma,阶跃响应的衰减比n,阶跃响应的衰减率pusi 阶跃响应的衰减震荡周期T,阶跃响应的振荡频率f.-Demand system units for a given step response performance (overshoot, peak ti
地震响应Matlab代码 odesolver
- 在matlab中利用odesolver进行单自由度有阻尼体系的时程分析，该代码使用时读入地震响应加速度（可为真实数据也可修改为理想函数），所有结构参数可调。输出加速度、速度和位移时程图像。(In the matlab in the use of odesolver single degree of freedom damping system of time history analysis, the code used to read the earthquake response accel
响应面1
- 响应面MATLAB实现，建立近似模型，提高效率(response surface method)
单子度体系动力响应分析
- 给出了单自由度体系动力响应分析的MATLAB编程，输入必要的时间、加速度等，就可以计算出响应的图形(Dynamic response analysis of single degree of freedom system)
标准响应面法
- 标准响应面代理模型可用于可靠性分析，优化设计等结构分析领域(Standard Response Surface Agent Model can be used in structural analysis fields such as reliability analysis, optimization design, etc.)
基于HIPSM和HPESM的欧拉梁响应求解
- 基于精细积分方法构造的HIPSM和HPESM，算例用于求解欧拉梁振动响应求解(Based on the precise integration method, hipm and hpesm are constructed, and a numerical example is used to solve the vibration response of Euler beam)