📄 fig2_38.m
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% Chapter 2: Figure 2.38, p. 81% Unforced Response to an Initial Condition% Generates Figure 2.39: Spring-mass-damper unforced response.%y0=0.15; wn=sqrt(2);zeta1=3/(2*sqrt(2)); zeta2=1/(2*sqrt(2));t=[0:0.1:10];%t1=acos(zeta1)*ones(1,length(t));t2=acos(zeta2)*ones(1,length(t));c1=(y0/sqrt(1-zeta1^2));c2=(y0/sqrt(1-zeta2^2));y1=c1*exp(-zeta1*wn*t).*sin(wn*sqrt(1-zeta1^2)*t+t1);y2=c2*exp(-zeta2*wn*t).*sin(wn*sqrt(1-zeta2^2)*t+t2);%% Boundary Functions %bu=c2*exp(-zeta2*wn*t);bl=-bu; %% Plot Unforced Response %plot(t,y1,'-',t,y2,'--',t,bu,':',t,bl,':')legend('overdamped zeta1 = 1.0610','underdamped zeta2 = 0.3536')gridxlabel('Time [sec]')ylabel('y(t) Displacement [m]')text(0.2,0.85,['overdamped zeta1=',num2str(zeta1),...'- solid'],'sc')text(0.2,0.80,['underdamped zeta2=',num2str(zeta2),...'- dashed'],'sc')
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