- m_seq generating maximum legnth sequence bu determining the generator function and initial condition
- WebSource 彩色验证码
- ff 入侵必备DOS命令
- waveprop This function calculates displacement response at interfaces of an elastic multilayered medium to a vertically propagating unitary SV or SH elastic wave. The function can be used to calculate the displacement response in a layered soil profile. Transfer functions between interfaces can be easily calculated by division of the total (=upward+downward) displacement response on the corresponding interfaces.
- ff 明函数的类型为整型｡ 程序第6行的作用是向操作系统返回一个零值｡ 如果程序不能正常执行
- anisotropyy Anisotropy Behaivour for a P
文件名称:dsfunc
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Example C-file S-function for defining a discrete system.
*
* x(n+1) = Ax(n) + Bu(n)
* y(n) = Cx(n) + Du(n)
*
* For more details about S-functions, see simulink/src/sfuntmpl_do-Example C-file S-function for defining a discrete system.
*
* x(n+1) = Ax(n) + Bu(n)
* y(n) = Cx(n) + Du(n)
*
* For more details about S-functions, see simulink/src/sfuntmpl_doc.c.
*
* x(n+1) = Ax(n) + Bu(n)
* y(n) = Cx(n) + Du(n)
*
* For more details about S-functions, see simulink/src/sfuntmpl_do-Example C-file S-function for defining a discrete system.
*
* x(n+1) = Ax(n) + Bu(n)
* y(n) = Cx(n) + Du(n)
*
* For more details about S-functions, see simulink/src/sfuntmpl_doc.c.
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dsfunc.c
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