fix deployment

ONSAS · jorgepz · Dec 23, 2024 · Dec 15, 2024 · Dec 15, 2024 · Dec 15, 2024
commit 34f2669a907c6eb3bdbc39d7c52d7ca94903d429
diff --git a/docs/src/m2md.m b/docs/src/m2md.m
@@ -35,7 +35,7 @@ function m2md(fileIn, fileOut, includeCodeBoolean, iniLine)
       currentLine = fgetl(fidIn);
     end
 
-    if length(currentLine) >= 7 && strcmp(currentLine((end - 6):end), '% hidden')
+    if length(currentLine) >= 8 && strcmp(currentLine((end - 7):end), '% hidden')
       % hidden line do not do anything
 
     elseif length(currentLine) >= 4 && strcmp(currentLine(1:4), '% md') % not code

diff --git a/examples/VIVCantilever/VIVCantilever.m b/examples/VIVCantilever/VIVCantilever.m
@@ -1,4 +1,4 @@
-%md# WOM VIV
+% md# WOM VIV
 %
 % add ONSAS path
 close all, if ~strcmp( getenv('TESTS_RUN'), 'yes'), clear all, end
@@ -70,24 +70,24 @@
 %
 % boundaryConds
 %
-%md The first and unique BC corresponds to a welded condition for a cantilever beam
+% md The first and unique BC corresponds to a welded condition for a cantilever beam
 boundaryConds(1).imposDispDofs = [ 1 2 3 4 5 6 ] ;
 boundaryConds(1).imposDispVals = [ 0 0 0 0 0 0 ] ;
 %
 % initialConds
 %
-%md homogeneous initial conditions are considered, then an empty struct is set:
+% md homogeneous initial conditions are considered, then an empty struct is set:
 initialConds = struct() ;
 %
 % mesh 
 %
-%mdThe coordinates of the mesh nodes are given by the matrix:
+% mdThe coordinates of the mesh nodes are given by the matrix:
 mesh.nodesCoords = [  zeros(numElements+1,1) (0:(numElements))'*l/numElements zeros(numElements+1,1) ] ;
-%mdThe connectivity is introduced using the _conecCell_. Each entry of the cell contains a vector with the four indexes of the MEB parameters, followed by the indexes of nodes that compose the element (node connectivity). For didactical purposes each element entry is commented. First the cell is initialized:
+% mdThe connectivity is introduced using the _conecCell_. Each entry of the cell contains a vector with the four indexes of the MEB parameters, followed by the indexes of nodes that compose the element (node connectivity). For didactical purposes each element entry is commented. First the cell is initialized:
 mesh.conecCell = { } ;
-%md then the first welded node is defined with material (M) zero since nodes don't have material, the first element (E) type (the first entry of the `elements` struct), and (B) is the first entry of the the `boundaryConds` struct. For (I) no non-homogeneous initial condition is considered (then zero is used) and finally the node is assigned:
+% md then the first welded node is defined with material (M) zero since nodes don't have material, the first element (E) type (the first entry of the `elements` struct), and (B) is the first entry of the the `boundaryConds` struct. For (I) no non-homogeneous initial condition is considered (then zero is used) and finally the node is assigned:
 mesh.conecCell{ 1, 1 } = [ 0 1 1   1 ] ;
-%md Next the frame elements MEB parameters are set. The frame material is the first material of `materials` struct, then $1$ is assigned. The second entry of the `elements` struct correspond to the frame element employed, so $2$ is set. Finally no BC and no IC is required for this element, then $0$ is used.  Consecutive nodes build the element so then the `mesh.conecCell` is:
+% md Next the frame elements MEB parameters are set. The frame material is the first material of `materials` struct, then $1$ is assigned. The second entry of the `elements` struct correspond to the frame element employed, so $2$ is set. Finally no BC and no IC is required for this element, then $0$ is used.  Consecutive nodes build the element so then the `mesh.conecCell` is:
 for i=1:numElements,
   mesh.conecCell{ i+1,1 } = [ 1 2 0  i i+1 ] ;
 end
@@ -117,7 +117,7 @@
 %
 [ modelCurrSol, modelProperties, BCsData ] = ONSAS_init( materials, elements, boundaryConds, initialConds, mesh, analysisSettings, otherParams ) ;
 %
-%mdAfter that the structs are used to perform the numerical time analysis
+% mdAfter that the structs are used to perform the numerical time analysis
 matUs = ONSAS_solve( modelCurrSol, modelProperties, BCsData ) ;
 
 % Extract numerical solution

diff --git a/examples/addedMassPendulum/addedMassPendulum.m b/examples/addedMassPendulum/addedMassPendulum.m
@@ -26,7 +26,7 @@
 materials.modelParams = [ E nu ] ;
 materials.density     = rho_structure ;
 
-%md### elements
+% md### elements
 elements(1).elemType = 'node' ;
 
 elements(2).elemType = 'frame';
@@ -37,15 +37,15 @@
 elements(2).aeroCoefFunctions = { anonymus_null, anonymus_null, anonymus_null };
 elements(2).massMatType  = 'consistent';
 
-%md### boundaryConds
+% md### boundaryConds
 boundaryConds(1).imposDispDofs = [ 1 2 3 5 6 ] ;
 boundaryConds(1).imposDispVals = [ 0 0 0 0 0 ] ;
 
-%md### initial Conditions
+% md### initial Conditions
 initialConds = {} ;
 
-%md### mesh parameters
-%mdThe coordinates considering a mesh of two nodes is:
+% md### mesh parameters
+% mdThe coordinates considering a mesh of two nodes is:
 x_ini = sind(angle_init)*l0 ;
 mesh.nodesCoords = [  0      0  l0                       ; ...
                       x_ini  0  l0*(1-cosd(angle_init))  ] ;
@@ -54,7 +54,7 @@
 mesh.conecCell{ 1, 1 } = [ 0 1 1  1   ] ;
 mesh.conecCell{ 2, 1 } = [ 1 2 0  1 2 ] ;
 
-%md### analysisSettings
+% md### analysisSettings
 analysisSettings.deltaT        = T_analy/100  ;
 analysisSettings.finalTime     = T_analy*.5 ;
 analysisSettings.methodName    = 'newmark';
@@ -70,14 +70,14 @@
 otherParams = struct();
 otherParams.problemName     = 'addedMassPedulum';
 otherParams.plots_format       = 'vtk' ;
-%md
-%mdFirst the input structs are converted to structs with the model information
+% md
+% mdFirst the input structs are converted to structs with the model information
 [ modelCurrSol, modelProperties, BCsData ] = ONSAS_init( materials, elements, boundaryConds, initialConds, mesh, analysisSettings, otherParams ) ;
 %
-%mdAfter that the structs are used to perform the numerical time analysis
+% mdAfter that the structs are used to perform the numerical time analysis
 [ matUs, loadFactorsMat, modelSolutions ] = ONSAS_solve( modelCurrSol, modelProperties, BCsData ) ;
-%md
-%md the report is generated
+% md
+% md the report is generated
 outputReport( modelProperties.outputDir, modelProperties.problemName )
 
 times  = (0:size(matUs,2)-1) * analysisSettings.deltaT ;