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SSICOV.m
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SSICOV.m
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function [fn,zeta,phi,varargout] = SSICOV(y,dt,varargin)
%
% -------------------------------------------------------------------------
% [fn,zeta,phi,varargout] = SSICOV(y,dt,varargin) identifies the modal
% parameters of the M-DOF system whose response histories are located in
% the matrix y, sampled with a time step dt.
% -------------------------------------------------------------------------
% Input:
% y: time series of ambient vibrations: matrix of size [MxN]
% dt : scalar: Time step
% Varargin: contains additional optaional parameters:
% 'Ts': scalar : time lag for covariance calculation
% 'methodCOV': scalar: method for COV estimate ( 1 or 2)
% 'Nmin': scalar: minimal number of model order
% 'Nmax': scalar: maximal number of model order
% 'eps_freq': scalar: frequency accuracy
% 'eps_zeta': scalar: % damping accuracy
% 'eps_MAC': scalar: % MAC accuracy
% 'eps_cluster': scalar: % maximal distance inside each cluster
% -------------------------------------------------------------------------
% Output:
% fn: eigen frequencies identified
% zeta: modal damping ratio identified
% phi:mode shape identified
% varargout: structure data useful for stabilization diagram
% -------------------------------------------------------------------------
% Syntax:
% [fn,zeta,phi] = SSICOV(y,dt,'Ts',30) specifies that the time lag
% has to be 30 seconds.
%
% [fn,zeta,phi] = SSICOV(y,dt,'Ts',30,'Nmin',5,'Nmax',40) specifies that the
% time lag has to be 30 seconds, with a system order ranging from 5 to 40.
%
% [fn,zeta,phi] = SSICOV(y,dt,'eps_cluster',0.05) specifies that the
% max distance inside each cluster is 0.05 hz.
%
% [fn,zeta,phi] = SSICOV(y,dt,'eps_freq',1e-2,'eps_MAC'.1e-2) changes the
% default accuracy for the stability checking procedure
%
% -------------------------------------------------------------------------
% Organization of the function:
% 6 steps:
% 1 - Claculation of cross-correlation function
% 2 - Construction of the block Toeplitz matrix and SVD of it
% 3 - Modal identification procedure
% 4 - Stability checking procedure
% 5 - Selection of stable poles only
% 6 - Cluster Algorithm
% -------------------------------------------------------------------------
% References:
% Magalhaes, F., Cunha, A., & Caetano, E. (2009).
% Online automatic identification of the modal parameters of a long span arch
% bridge. Mechanical Systems and Signal Processing, 23(2), 316-329.
%
% Magalhães, F., Cunha, Á., & Caetano, E. (2008).
% Dynamic monitoring of a long span arch bridge. Engineering Structures,
% 30(11), 3034-3044.
% -------------------------------------------------------------------------
% Author: E Cheynet, UiS/UiB - Norway
% Last modified: 06/12/2019
% -------------------------------------------------------------------------
%
% see also plotStabDiag.m
%%
% options: default values
p = inputParser();
p.CaseSensitive = false;
p.addOptional('Ts',500*dt);
p.addOptional('methodCOV',1);
p.addOptional('Nmin',2);
p.addOptional('Nmax',30);
p.addOptional('eps_freq',1e-2);
p.addOptional('eps_zeta',4e-2);
p.addOptional('eps_MAC',5e-3);
p.addOptional('eps_cluster',0.2);
p.parse(varargin{:});
% Number of outputs must be >=3 and <=4.
nargoutchk(3,4)
% size of the input y
[Nyy,N]= size(y);
% shorthen the variables name
eps_freq = p.Results.eps_freq ;
eps_zeta = p.Results.eps_zeta ;
eps_MAC = p.Results.eps_MAC ;
eps_cluster = p.Results.eps_cluster ;
Nmin = p.Results.Nmin ;
Nmax = p.Results.Nmax ;
% Natural Excitation Technique (NeXT)
[IRF,~] = NExT(y,dt,p.Results.Ts,p.Results.methodCOV);
% Block Hankel computations
[U,S,~] = blockToeplitz(IRF);
if isnan(U)
fn = nan;
zeta = nan;
phi = nan;
if nargout==4
varargout = {nan};
end
return
end
% Stability check
kk=1;
for ii=Nmax:-1:Nmin % decreasing order of poles
if kk==1
[fn0,zeta0,phi0] = modalID(U,S,ii,Nyy,dt);
else
[fn1,zeta1,phi1] = modalID(U,S,ii,Nyy,dt);
[a,b,c,d,e] = stabilityCheck(fn0,zeta0,phi0,fn1,zeta1,phi1);
fn2{kk-1}=a;
zeta2{kk-1}=b;
phi2{kk-1}=c;
MAC{kk-1}=d;
stablity_status{kk-1}=e;
fn0=fn1;
zeta0=zeta1;
phi0=phi1;
end
kk=kk+1;
end
% sort for increasing order of poles
stablity_status=fliplr(stablity_status);
fn2=fliplr(fn2);
zeta2=fliplr(zeta2);
phi2=fliplr(phi2);
MAC=fliplr(MAC);
% get only stable poles
[fnS,zetaS,phiS,MACS] = getStablePoles(fn2,zeta2,phi2,MAC,stablity_status);
if isempty(fnS)
warning('No stable poles found');
fn = nan;
zeta = nan;
phi = nan;
if nargout==4
varargout = {nan};
end
return
end
% Hierarchical cluster
[fn3,zeta3,phi3] = myClusterFun(fnS,zetaS,phiS);
if isnumeric(fn3)
warning('Hierarchical cluster failed to find any cluster');
fn = nan;
zeta = nan;
phi = nan;
if nargout==4
varargout = {nan};
end
return
end
% average the clusters to get the frequency and mode shapes
% Up to Nmax parameters are identified
fn = zeros(1,Nmax);
zeta = zeros(1,Nmax);
phi = zeros(Nmax,Nyy);
for ii=1:numel(fn3)
fn(ii)=nanmean(fn3{ii});
zeta(ii)=nanmean(zeta3{ii});
phi(ii,:)=nanmean(phi3{ii},2);
end
phi(fn==0,:)=[];
zeta(fn==0)=[];
fn(fn==0)=[];
% sort the eigen frequencies
[fn,indSort]=sort(fn);
zeta = zeta(indSort);
phi = phi(indSort,:);
% varargout for stabilization diagram
if nargout==4
paraPlot.status=stablity_status;
paraPlot.Nmin = Nmin;
paraPlot.Nmax = Nmax;
paraPlot.fn = fn2;
varargout = {paraPlot};
end
%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%
function [U,S,V] = blockToeplitz(h)
%
% [U,S,V] = SSICOV(h) calculate the shifted block Toeplitz matrix T1 and
% the result from the SVD of T1
%
% Input:
% h: 3D-matrix of cross-correlation functions
%
% Outputs
% U : result from SVD of H0
% S : result from SVD of H0
% V : result from SVD of H0
%%
if or(size(h,1)~=size(h,2),ndims(h)~=3)
error('the IRF must be a 3D matrix with dimensions <M x M x N> ')
end
% get block Toeplitz matrix
N1 = round(size(h,3)/2)-1;
M = size(h,2);
clear H0
for oo=1:N1
for ll=1:N1
T1((oo-1)*M+1:oo*M,(ll-1)*M+1:ll*M) = h(:,:,N1+oo-ll+1);
end
end
if or(any(isinf(T1(:))),any(isnan(T1(:))))
warning('Input to SVD must not contain NaN or Inf. ')
U=nan;
S=nan;
V=nan;
return
else
try
[U,S,V] = svd(T1);
catch exception
warning(' SVD of the block-Toeplitz failed ');
U=nan;
S=nan;
V=nan;
return
end
end
end
%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%
function [IRF,t] = NExT(x,dt,Ts,method)
%
% [IRF,t] = NExT(x,dt,Ts,method) implements the Natural Excitation Technique to
% retrieve the Impulse Response Function (IRF) from the cross-correlation
% of the measured output y.
%
% Input:
% x: time series of ambient vibrations: vector of size [1xN]
% dt : Time step
% Ts: Duration of subsegments (T<dt*(numel(y)-1))
% method = 1 use the fft without zero padding.
% method = 2 calls the function xcov with zero padding.
%
% Output
% IRF: impulse response function
% t: time vector asociated with the IRF
%
%%
if nargin<4, method = 2; end % the fastest method is the default method
if ~ismatrix(x), error('Error: x must be a vector or a matrix'),end
if size(x,1)>size(x,2)
x=x';
[Nxx,~]=size(x);
else
[Nxx,~]=size(x);
end
% get the maximal segment length fixed by T
M = round(Ts/dt);
switch method
case 1
IRF = zeros(Nxx,Nxx,M);
for oo=1:Nxx
for jj=1:Nxx
y1 = fft(x(oo,:));
y2 = fft(x(jj,:));
h0 = ifft(y1.*conj(y2));
IRF(oo,jj,:) = h0(1:M);
end
end
% get time vector t associated to the IRF
t = (0:1:M-1)*dt;
if Nxx==1,IRF = squeeze(IRF)';end
case 2
IRF = zeros(Nxx,Nxx,M+1);
for oo=1:Nxx
for jj=1:Nxx
[dummy,lag]=xcov(x(oo,:),x(jj,:),M,'unbiased');
IRF(oo,jj,:) = dummy(end-round(numel(dummy)/2)+1:end);
end
end
if Nxx==1, IRF = squeeze(IRF)'; end
% get time vector t associated to the IRF
t = dt.*lag(end-round(numel(lag)/2)+1:end);
end
% normalize the IRF
if Nxx==1, IRF = IRF./IRF(1); end
end
%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%
function [fn,zeta,phi] = modalID(U,S,Nmodes,Nyy,dt)
% [fn,zeta,phi] = modalID(H1,U,S,V,N,M) identify the modal propeties of the
% system.
%
% Input:
% U: matrix of size [N1 x N1] obtained from te function blockToeplitz
% S: matrix of size [N1 x N1] obtained from te function blockToeplitz
% Nmodes: Number of modes (or poles) scalar [1x1]
% Nyy: Number of nodes (or sensors) along the line-like structure scalar [1x1]
% de: time step: scalar [1x1]
%
% Outputs
% fn : Identified eigen frequencies
% zeta : Identified damping ratios
% phi : IDentified mode shapes
if Nmodes>=size(S,1)
warning(['Nmodes is larger than the numer of row of S. Nmodes is reduced to ',num2str(size(S,1))]);
% extended observability matrix
Nmodes = size(S,1);
end
O = U(:,1:Nmodes)*sqrt(S(1:Nmodes,1:Nmodes));
% Get A and its eigen decomposition
IndO = min(Nyy,size(O,1));
C = O(1:IndO,:);
jb = round(size(O,1)./IndO);
A = pinv(O(1:IndO*(jb-1),:))*O(end-IndO*(jb-1)+1:end,:);
[Vi,Di] = eig(A);
mu = log(diag(Di))./dt; % poles
fn = abs(mu(2:2:end))./(2*pi);% eigen-frequencies
zeta = -real(mu(2:2:end))./abs(mu(2:2:end)); % modal amping ratio
phi = real(C(1:IndO,:)*Vi); % mode shapes
phi = phi(:,2:2:end);
end
%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%
function [fn,zeta,phi,MAC,stablity_status] = stabilityCheck(fn0,zeta0,phi0,fn1,zeta1,phi1)
% [fn,zeta,phi,MAC,stablity_status] = stabilityCheck(fn0,zeta0,phi0,fn1,zeta1,phi1)
% calculate the stability status of each mode obtained for
% two adjacent poles (i,j).
%
% Input:
% fn0: eigen frequencies calculated for pole i: vetor of N-modes [1 x N]
% zeta0: modal damping ratio for pole i: vetor of N-modes [1 x N]
% phi0: mode shape for pole i: vetor of N-modes [Nyy x N]
% fn1: eigen frequencies calculated for pole j: vetor of N-modes [1 x N+1]
% zeta1: modal damping ratio for pole j: vetor of N-modes [1 x N+1]
% phi1: mode shape for pole j: vetor of N-modes [Nyy x N+1]
%
% Output:
% fn: eigen frequencies calculated for pole j
% zeta: modal damping ratio for pole i
% phi:mode shape for pole i
% MAC: Mode Accuracy
% stablity_status: stabilitystatus
%%
% Preallocation
stablity_status = [];
fn = [];
zeta = [];
phi = [];
MAC=[];
% frequency stability
N0 = numel(fn0);
N1 = numel(fn1);
for rr=1:N0
for jj=1:N1
stab_fn = errCheck(fn0(rr),fn1(jj),eps_freq);
stab_zeta = errCheck(zeta0(rr),zeta1(jj),eps_zeta);
[stab_phi,dummyMAC] = getMAC(phi0(:,rr),phi1(:,jj),eps_MAC);
% get stability status
if stab_fn==0,
stabStatus = 0; % new pole
elseif stab_fn == 1 & stab_phi == 1 & stab_zeta == 1,
stabStatus = 1; % stable pole
elseif stab_fn == 1 & stab_zeta ==0 & stab_phi == 1,
stabStatus = 2; % pole with stable frequency and vector
elseif stab_fn == 1 & stab_zeta == 1 & stab_phi ==0,
stabStatus = 3; % pole with stable frequency and damping
elseif stab_fn == 1 & stab_zeta ==0 & stab_phi ==0,
stabStatus = 4; % pole with stable frequency
else
error('Error: stablity_status is undefined')
end
fn = [fn,fn1(jj)];
zeta = [zeta,zeta1(jj)];
phi = [phi,phi1(:,jj)];
MAC = [MAC,dummyMAC];
stablity_status = [stablity_status,stabStatus];
end
end
[fn,ind] = sort(fn);
zeta = zeta(ind);
phi = phi(:,ind);
MAC = MAC(ind);
stablity_status = stablity_status(ind);
function y = errCheck(x0,x1,eps)
if or(numel(x0)>1,numel(x1)>1),
error('x0 and x1 must be a scalar');
end
if abs(1-x0./x1)<eps % if frequency for mode i+1 is almost unchanged
y =1;
else
y = 0;
end
end
end
%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%
function [fnS,zetaS,phiS,MACS] = getStablePoles(fn,zeta,phi,MAC,stablity_status)
fnS = [];zetaS = [];phiS=[];MACS = [];
for oo=1:numel(fn)
for jj=1:numel(stablity_status{oo})
if stablity_status{oo}(jj)==1
fnS = [fnS,fn{oo}(jj)];
zetaS = [zetaS,zeta{oo}(jj)];
phiS = [phiS,phi{oo}(:,jj)];
MACS = [MACS,MAC{oo}(jj)];
end
end
end
% remove negative damping
fnS(zetaS<=0)=[];
phiS(:,zetaS<=0)=[];
MACS(zetaS<=0)=[];
zetaS(zetaS<=0)=[];
% Normalized mode shape
for oo=1:size(phiS,2)
phiS(:,oo)= phiS(:,oo)./max(abs(phiS(:,oo)));
if diff(phiS(1:2,oo))<0
phiS(:,oo)=-phiS(:,oo);
end
end
end
%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%
function [fn,zeta,phi] = myClusterFun(fn0,zeta0,phi0)
[~,Nsamples] = size(phi0);
pos = zeros(Nsamples,Nsamples);
for i1=1:Nsamples
for i2=1:Nsamples
[~,MAC0] = getMAC(phi0(:,i1),phi0(:,i2),eps_MAC); % here, eps_MAC is not important.
pos(i1,i2) = abs((fn0(i1)-fn0(i2))./fn0(i2)) +1-MAC0; % compute MAC number between the selected mode shapes
end
end
if numel(pos)==1
warning('linkage failed: at least one distance (two observations) are required');
fn = nan;
zeta = nan;
phi = nan;
return
else
Z = linkage(pos,'single','euclidean');
myClus = cluster(Z,'Cutoff',eps_cluster,'Criterion','distance');
Ncluster = max(myClus);
ss=1;
fn = {}; zeta = {}; phi = {};
for rr=1:Ncluster
if numel(myClus(myClus==rr))>5
dummyZeta = zeta0(myClus==rr);
dummyFn = fn0(myClus==rr);
dummyPhi = phi0(:,myClus==rr);
valMin = max(0,(quantile(dummyZeta,0.25) - abs(quantile(dummyZeta,0.75)-quantile(dummyZeta,0.25))*1.5));
valMax =quantile(dummyZeta,0.75) + abs(quantile(dummyZeta,0.75)-quantile(dummyZeta,0.25))*1.5;
dummyFn(or(dummyZeta>valMax,dummyZeta<valMin)) = [];
dummyPhi(:,or(dummyZeta>valMax,dummyZeta<valMin)) = [];
dummyZeta(or(dummyZeta>valMax,dummyZeta<valMin)) = [];
fn{ss} = dummyFn;
zeta{ss} = dummyZeta;
phi{ss} = dummyPhi;
ss=ss+1;
end
end
if isempty(fn)
fn = nan;
zeta = nan;
phi = nan;
return
end
end
end
%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%
function [y,dummyMAC] = getMAC(x0,x1,eps)
Num = abs(x0(:)'*x1(:)).^2;
D1= x0(:)'*x0(:);
D2= x1(:)'*x1(:);
dummyMAC = Num/(D1.*D2);
if dummyMAC >(1-eps)
y = 1;
else
y = 0;
end
end
end