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@@ -0,0 +1,267 @@
|
||||
% Title: id31 microstation in EXP hutch
|
||||
% Date: 15 october 2018
|
||||
|
||||
% Description: measure on id31 microstation in exp hutch
|
||||
|
||||
% FS: =256Hz
|
||||
|
||||
|
||||
%% 15 october 2018 --------------
|
||||
|
||||
% L4-c sensor at 276V/m/s
|
||||
|
||||
% ch1: Tilt frame Z upstream
|
||||
% ch2: Tilt frame Z downstream
|
||||
% ch3: Ty frame Y
|
||||
|
||||
% TY motor off --> on at ~300sec
|
||||
% capt1
|
||||
|
||||
% Tilt OFF --> ON at ~ 326sec
|
||||
% capt2
|
||||
|
||||
% ----------------------------
|
||||
% ch1: Hexa Z
|
||||
% ch2: Tilt frame Z downstream
|
||||
% ch3: Ty frame Y
|
||||
%
|
||||
% Hexa ON --> OFF at ~ 406sec (tilt ON)
|
||||
% capt3
|
||||
%
|
||||
% Hexa OFF - Slip ring ON at ~ 300sec then spindle ON at ~ 620sec (tilt ON)
|
||||
% capt4
|
||||
|
||||
%% Marble measurements ----
|
||||
% ch1 floor Z
|
||||
% ch2 marble Z
|
||||
% ch3 floor Y
|
||||
% ch4 marble Y
|
||||
|
||||
% capt5
|
||||
|
||||
%% PARAMETERS
|
||||
|
||||
beamline='ID31 Nanostation ';
|
||||
% --------------------------------
|
||||
%%----------OROS -----------------
|
||||
ch_max=16;
|
||||
% --------------------------------
|
||||
|
||||
mult=1e6/276*173; % --> m/s to micron/s and sensitivity correction
|
||||
|
||||
nyqhp=2.56; % nyquist
|
||||
f_cut=0.5; % cut frequency for high pass filter
|
||||
t_win=4; % window length in sec
|
||||
t_ovlp=3; % overlap window in sec
|
||||
|
||||
d=1; % distance between vertical sensors.
|
||||
|
||||
|
||||
warning off MATLAB:divideByZero
|
||||
|
||||
% specify capt # for which to run this
|
||||
capt=1:5;
|
||||
|
||||
% specify channels for which shut correction must be applied
|
||||
% shunt_ch_a=1:3;
|
||||
% shunt_ch_b=1:4;
|
||||
% in case of hammer inpacts specify capt # where it doesnt occur
|
||||
no_hammer=1:5;
|
||||
%no_hammer=0;
|
||||
% specify hammer channel (or ch to find peak due to impacts)
|
||||
shock_ch=1;
|
||||
|
||||
%% main loop --------
|
||||
% ------------------
|
||||
for i=capt
|
||||
|
||||
|
||||
eval(['load Measurement',num2str(i)])
|
||||
freq_max=Track1_TrueBandWidth;
|
||||
dts=1/(freq_max*nyqhp);
|
||||
|
||||
freq=linspace(0,freq_max,t_win*freq_max);
|
||||
wo=2*pi*freq;
|
||||
|
||||
for k=1:ch_max
|
||||
vname=['Track',num2str(k)];
|
||||
array_exist(k)=ismember(vname,who);
|
||||
end
|
||||
non_zero=find(array_exist);
|
||||
for z=non_zero(1):length(non_zero)
|
||||
track_nb=['Track',num2str(z)]';
|
||||
eval(['data(:,z)=Track',num2str(z),';']);
|
||||
end
|
||||
c=data*mult;
|
||||
|
||||
|
||||
|
||||
%-------------
|
||||
nbch=size(c,2);
|
||||
%-------------
|
||||
r=length(c);
|
||||
if r/2~=fix(r/2) % loop to test for odd or even nb of samples
|
||||
c=c(1:r-1,:); % take only even
|
||||
else
|
||||
end
|
||||
%------------------------------
|
||||
time=linspace(0,length(c)*dts,length(c));
|
||||
|
||||
for j=nbch %shunt_ch
|
||||
[c(:,j),c_shut]=shut_c(c(:,j),1/dts); % correct for shunt
|
||||
end
|
||||
|
||||
% compute differential level when necessary and store it as 4th column
|
||||
if i<3
|
||||
c(:,4)=(c(:,2)-c(:,1))/d; % divide by d to obtain Theta Y angle
|
||||
end
|
||||
|
||||
b=find(no_hammer==i); % if i==1 | i==2 | i==6
|
||||
if b~=0
|
||||
[psd_v,integ_v,psd_d,integ_d]=integrated_psd(c,t_win,t_ovlp,nyqhp,dts);
|
||||
[frz_cut,crsp,pwsp,coherz,nsp]=fqresp(c,1,t_win,t_ovlp,nyqhp,dts);
|
||||
[frh_cut,crsp,pwsp,coherz,nsp]=fqresp(c,3,t_win,t_ovlp,nyqhp,dts);
|
||||
else
|
||||
|
||||
thresh=0.5; % threshold of max value
|
||||
sep=2.5; % separation minimum of peaks in sec
|
||||
pre_ev=2; % pre event delay in sec
|
||||
pos_ev=2; % post event delay in sec
|
||||
|
||||
[ti,t_impact]=findpeaks(c(:,shock_ch),'minpeakheight',max(c(:,shock_ch))*thresh,'minpeakdistance',ceil(sep/dts));
|
||||
% find times at which there are impacts (threshold of max and separated by sep sec)
|
||||
|
||||
psd_v=zeros((pre_ev+pos_ev)/dts/nyqhp,nbch);
|
||||
psd_d=zeros((pre_ev+pos_ev)/dts/nyqhp,nbch);
|
||||
frz_cut=zeros((pre_ev+pos_ev)/dts/nyqhp,nbch);
|
||||
|
||||
for k=1:length(t_impact)
|
||||
ibeg=fix(t_impact(k)-(pre_ev/dts));
|
||||
iend=fix(t_impact(k)+(pos_ev/dts));
|
||||
freq_s=linspace(0,freq_max,t_win/2*freq_max);
|
||||
if ibeg>1 && iend<length(c) % eliminate indexes outside data range
|
||||
[psd,integ_v,psd_int,integ_d]=integrated_psd(c(ibeg:iend,:),t_win,t_ovlp,nyqhp,dts);
|
||||
psd_v=psd+psd_v;
|
||||
psd_d=psd_int+psd_d;
|
||||
[frz,crsp,pwsp,coherz,nsp]=fqresp(c(ibeg:iend,:),shock_ch,t_win,t_ovlp,nyqhp,dts);
|
||||
frz_cut=frz+frz_cut;
|
||||
end
|
||||
|
||||
end
|
||||
|
||||
psd_v=psd_v/length(t_impact);
|
||||
psd_d=psd_d/length(t_impact);
|
||||
frz_cut=frz_cut/length(t_impact);
|
||||
|
||||
end
|
||||
|
||||
drms=max(integ_d); % compute rms level
|
||||
dc=hpfint(c,f_cut,dts); % filter and integrate in time domain
|
||||
dppc=hpdpp(dc,t_win,t_ovlp,1,dts); % compute peak to peak level
|
||||
|
||||
|
||||
% tranfer function, cross spectrum, power spectr. and coherence w.r.t. ch1
|
||||
%----------------------------------------------------------------------------------------------------
|
||||
|
||||
eval(['c',num2str(i),'=c;'])
|
||||
eval(['dc',num2str(i),'=dc;'])
|
||||
eval(['dppc',num2str(i),'=dppc;'])
|
||||
eval(['drms',num2str(i),'=drms;'])
|
||||
eval(['psd_v',num2str(i),'=psd_v;']) % already integrated in OROS
|
||||
eval(['psd_d',num2str(i),'=psd_d;'])
|
||||
eval(['integ_v',num2str(i),'=integ_v;'])
|
||||
eval(['integ_d',num2str(i),'=integ_d;'])
|
||||
eval(['frz',num2str(i),'=frz_cut;'])
|
||||
eval(['frh',num2str(i),'=frh_cut;'])
|
||||
% eval(['frx',num2str(i),'=frx;'])
|
||||
% eval(['coherz',num2str(i),'=coherz;'])
|
||||
eval(['time',num2str(i),'=time;'])
|
||||
|
||||
clear data c dc psd psd_v psd_d time c_shut % clean up the mess
|
||||
|
||||
|
||||
end
|
||||
|
||||
%% Plot settings for colors and linewidth----
|
||||
proname(1)={'LineWidth'};
|
||||
proname(2)={'Color'};
|
||||
proname(3)={'LineStyle'};
|
||||
|
||||
val(1,1) = {.5} ;val(1,2) = {[0.6 0.2 1]} ;val(1,3) = {'-'};
|
||||
val(2,1) = {2} ;val(2,2) = {[0 0 1]} ;val(2,3) = {'-'};
|
||||
val(3,1) = {2} ;val(3,2) = {[0.25 0.9 0.65]} ;val(3,3) = {'-'};
|
||||
val(4,1) = {2} ;val(4,2) = {[0 1 0]} ;val(4,3) = {'-'};
|
||||
val(5,1) = {0.5} ;val(5,2) = {[1 0.4 0.4]} ;val(5,3) = {'-'};
|
||||
val(6,1) = {2} ;val(6,2) = {[1 0 0]} ;val(6,3) = {'-'};
|
||||
val(7,1) = {1} ;val(7,2) = {[0.8 0.8 0.8]} ;val(7,3) = {'-'};
|
||||
val(8,1) = {2} ;val(8,2) = {[0.1 0.1 0.2]} ;val(8,3) = {'-'};
|
||||
val(9,1) = {1} ;val(9,2) = {[0.7 0.8 0.4]} ;val(9,3) = {'-'};
|
||||
val(10,1) = {2} ;val(10,2) = {[0.7 0.8 0.2]} ;val(10,3) = {'-'};
|
||||
val(11,1) = {1} ;val(11,2) = {[0.9 0.7 0.35]} ;val(11,3) = {'-'};
|
||||
val(12,1) = {2} ;val(12,2) = {[1 0.8 0.3]} ;val(12,3) = {'-'};
|
||||
val(13,1) = {1} ;val(13,2) = {[0.5 0.4 0.3]} ;val(13,3) = {'-'};
|
||||
val(14,1) = {2} ;val(14,2) = {[0.5 0.3 0.2]} ;val(14,3) = {'-'};
|
||||
|
||||
%% PLOT legends, titles,...
|
||||
|
||||
xlab1='Frequency in Hz';
|
||||
xlab2='Time in sec';
|
||||
|
||||
ylab1='Amplification';
|
||||
ylab2='PSD in $\frac{\mu{}m^{2}}{Hz}$';
|
||||
ylab3='PSD in $\frac{\mu{}m s)^{2}/Hz';
|
||||
ylab4='Displacement in ${\mu{}m}$';
|
||||
ylab5='Displacement in \mum';
|
||||
ylab7='Coherence';
|
||||
|
||||
|
||||
font_s=14;
|
||||
% ---------------------------------
|
||||
% tit_1=[beamline,' - Amplification wrt Floor (Z)'];
|
||||
% tit_2=[beamline,' - Amplification wrt Floor (Y)'];
|
||||
% tit_3=[beamline,' - Amplification wrt Floor (X)'];
|
||||
|
||||
tit_4=[beamline,' - Vertical (Z) PSD'];
|
||||
tit_7=[beamline,' - Horizontal (X) PSD'];
|
||||
tit_6=[beamline,' - Horizontal (Y) PSD'];
|
||||
|
||||
legend1=['Floor','Marble','Location','NorthEast'];
|
||||
% legend2=['''Floor OFF'',''Frame EM OFF'',''Floor ON'',''Frame EM ON'',''Location'',''NorthEast'''];
|
||||
% legend3=['''EM ON'',''EM OFF'',''Location'',''NorthWest'''];
|
||||
|
||||
|
||||
%% Response of Marble - Y
|
||||
|
||||
h1 = newFigure(16,12);
|
||||
h=semilogy(freq,abs([psd_d5(:,[3 4])]));
|
||||
set(h,proname,val([1 6],1:3))
|
||||
eval(['leg1 = legend(',legend1,'); set(leg1, ''Interpreter'', ''latex'')'])
|
||||
titlabel_font(tit_6,xlab1,ylab2,font_s);
|
||||
axis([0 100 1e-11 1e-1])
|
||||
grid
|
||||
saveas(gcf,'psd_marble_y','fig')
|
||||
print -dpng psd_marble_y
|
||||
exportFigure(h1,'psd_marble_y', 'pdf')
|
||||
|
||||
%% Response of Marble - Z
|
||||
|
||||
h1 = newFigure(16,12);
|
||||
h=semilogy(freq,abs([psd_d5(:,[1 2])]));
|
||||
set(h,proname,val([1 6],1:3))
|
||||
eval(['leg1 = legend(',legend1,'); set(leg1, ''Interpreter'', ''latex'')'])
|
||||
titlabel_font(tit_4,xlab1,ylab2,font_s);
|
||||
axis([0 100 1e-11 1e-1])
|
||||
grid
|
||||
saveas(gcf,'psd_marble_z','fig')
|
||||
print -dpng psd_marble_z
|
||||
exportFigure(h1,'psd_marble_z', 'pdf')
|
||||
|
||||
%% spectrograms
|
||||
spt = strogram_h(c1(:,3),4,3,1/256,2.56,'ID31 nanostation Ty Y - Ty ON @ 300s',1,30,4,12,'egend1','legend2');
|
||||
exportFigure(h1,'spectrogram_Ty_y', 'pdf')
|
||||
spt = strogram_h(c2(:,1),4,3,1/256,2.56,'ID31 nanostation Tilt Z - Tilt ON @ 320s',1,30,4,12,'egend1','legend2');
|
||||
exportFigure(h1,'spectrogram_Tilt_z', 'pdf')
|
||||
spt = strogram_h(c3(:,1),4,3,1/256,2.56,'ID31 nanostation Hexa Z - Hexa OFF @ 410s',1,30,4,12,'egend1','legend2');
|
||||
exportFigure(h1,'spectrogram_hexa_y', 'pdf')
|
||||
spt = strogram_h(c4(:,1),4,3,1/256,2.56,'ID31 nanostation Hexa Z - SlipRing ON @ 300s; Spindle ON @ 620s',1,30,4,12,'egend1','legend2');
|
||||
exportFigure(h1,'spectrogram_slip_spindle_y', 'pdf')
|
4
2018-10-15 - Marc/analysis-marc/info.txt
Normal file
@@ -0,0 +1,4 @@
|
||||
contient les mesures de l'effet des diff<66>rents moteurs ON/OFF, j'ai sorti qq spectrogrammes qui montrent bien que c'est la spindle qui a le plus d'effet
|
||||
|
||||
+ une mesure de la r<>ponse du marbre sans excitation.
|
||||
Le capteur Y sur le marbre semble faible en basse fr<66>quence (marbre pas de niveau peut <20>tre)
|