代码搜索结果
找到约 10,000 项符合
M 的代码
m_3d_beam_assembly.m
function [M] = M_3D_beam_assembly (in_data)
dof_per_node = 6;
dof = size(in_data.ND)*dof_per_node;
M = spalloc(dof(1),dof(1),1);
for i=1:size(in_data.MASS)
t4 = in_data.
model_v_a_q_nonlinear_m.m
function Y=<mark>M</mark>odel_V_A_Q_nonlinear_<mark>m</mark>(X,noi,<mark>m</mark>odelpara)
T_<mark>m</mark> = <mark>m</mark>odelpara.T_<mark>m</mark>;
T_s = <mark>m</mark>odelpara.T_s;
wnbb_<mark>m</mark> = <mark>m</mark>odelpara.wnbb_<mark>m</mark>;
wien_<mark>m</mark> = <mark>m</mark>odelpara.wien_<mark>m</mark>;
wenn_<mark>m</mark> = <mark>m</mark>odelpara.wenn_<mark>m</mark>;
wnbb_s = <mark>m ...
m2a-f-2m.ld
/* Linker Description file for MC2002 series */
OUTPUT_ARCH(m68k)
OUTPUT_FORMAT("coff-m68k")
GROUP(-lgcc -lg -lm -lm2002 -lmcard -lconso -lstd)
/* for MC2002 configuration: */
/* 1M byte FLA
chap4_8m1.m
function [u]=chap4_8m1(u1,u2,u3)
global s
persistent errori error_1
ts=0.001;
if u3==0
errori=0;
error_1=0;
end
s=2; %Selecting Signal Type
if s==1 %Step Signa
chap4_8m2.m
function [u]=chap4_8m2(u1,u2,u3,u4)
global s
persistent w x1 x2 x3 w_1 w_2 w_3
N=300;
C=5;
if u3==0
w=zeros(N+C,1);
w_1=w;
w_2=w;
d_w=w;
end
alfa=0.04;
if s==1
m_chap3_ex1.m
clear
% 求解单元 1 的刚度矩阵
x=sym ('x'); L1=sym ('L1'); % 定义x和L1为符号变量
E=3e11; I=5.2e-7;
N=[ 1 - 3 * (x^2) / (L1^2) + 2 * (x^3) / (L1^3), x - 2 * (x^2) / L1 + (x^3) / (L1^2),....
m_chap2_ex2.m
clear
t0=0;x0=zeros(6,1);h=0.02;
m=1*eye(3,3); k=1*[3 -1 0;-1 2 -1;0 -1 3];
a=[zeros(3,3),eye(3,3);-inv(m)*k,zeros(3,3)];
j=1;
t=0:h:50;n=length(t);
for i=1:n;
l1=m_chap2_ex2_sub
m_chap3_ex2.m
clear
% 求解单元 1 的刚度矩阵
x=sym ('x'); L1=sym ('L1'); % 定义x和L1为符号变量
E=3e11; I=5.2e-7;
N=[ 1 - 3 * (x^2) / (L1^2) + 2 * (x^3) / (L1^3), x - 2 * (x^2) / L1 + (x^3) / (L1^2),....
m_chap2_ex1.m
t0=0; tN=20; tol=1e-6; y0=[0;0.25];
[t,y]=ode45('m_chap2_ex1_sub',t0,tN,y0,tol);
subplot(121), plot(t,y)
subplot(122), plot(y(:,1),y(:,2))