how to show live return of variable in command windows while running a looping.

hi guys im running script in looping for 8901 ii in array. But my command windows and workspace not update and show the live return of variables. I want to know everytime the ''ii'' value.

here i attached my code :

%% clean-up the workspace & command window
clear;
clc;
tic;

%% Preparation to connect with OAPI SAP2000
%set the following flag to true to attach to an existing instance of the program otherwise a new instance of the program will be started
AttachToInstance = true();
% set the following flag to true to manually specify the path to ETABS.exe
% this allows for a connection to a version of ETABS other than the latest installation
% otherwise the latest installed version of ETABS will be launched
SpecifyPath = true(); 
% if the above flag is set to true, specify the path to ETABS below
ProgramPath = 'C:\Program Files\Computers and Structures\SAP2000 25\SAP2000.exe';
% full path to API dll set it to the installation folder
APIDLLPath = 'C:\Program Files\Computers and Structures\SAP2000 25\SAP2000v1.dll';
% create API helper objectETABSv1ETAB
a = NET.addAssembly(APIDLLPath);
helper = SAP2000v1.Helper;
helper = NET.explicitCast(helper,'SAP2000v1.cHelper');
if AttachToInstance
        % attach to a running instance of ETABS
        SapObject = helper.GetObject('CSI.SAP2000.API.SapObject');
        SapObject = NET.explicitCast(SapObject,'SAP2000v1.cOAPI');
else
        if SpecifyPath
                % create an instance of the ETABS object from the specified path
                    SapObject = helper.CreateObject(ProgramPath);
        else
                % create an instance of the ETABS object from the latest installed ETABS
                    SapObject = helper.CreateObjectProgID('CSI.SAP2000.API.SapObject');
        end
        SapObject = NET.explicitCast(SapObject,'SAP2000v1.cOAPI');
        % start ETABS application
        SapObject.ApplicationStart;
end
helper = 0;

% create SapModel object
SapModel = NET.explicitCast(SapObject.SapModel,'SAP2000v1.cSapModel');

%% Define Variant Model 
VariantModel = compose('%d',2:2);
VariantENDT= compose('A%d',1:5);
VariantTOS1= compose('A%d',1:3);
VariantTOS2 = compose('B%d',1:3);
VariantTOS3 = compose('B%d',1:3);
VariantBOS1 = compose('C%d',1:3);
VariantBOS2 = compose('D%d',1:3);
VariantBOS3 = compose('D%d',1:3);
VariantDOS1 = compose('E%d',1:3);
VariantDOS2 = compose('F%d',1:3);
VariantVOS = compose('G%d',1:1);
VariantTSS = compose('H%d',1:4);
VariantBSS = compose('I%d',1:4);
VariantDSS = compose('J%d',1:1);
VariantVSS = compose('K%d',1:1);
VariantCOL = compose('L%d',1:4);

%% Define Variable For Looping Analysis 
Specimen = repmat("",length(VariantModel)*length(VariantENDT)*length(VariantTOS1)*length(VariantBOS1)*length(VariantDOS1)*length(VariantVOS)*length(VariantTSS)*length(VariantBSS)*length(VariantDSS)*length(VariantCOL),1);
Optimizevalue = zeros(1,length(Specimen));
checkratio = strings(1,length(Specimen));
CheckHingeCOL = strings(1,length(Specimen));
checkfuse = strings(1,length(Specimen));
R = zeros(1,length(Specimen));
W = zeros(1,length(Specimen));
Cg = zeros(1,length(Specimen));
ii = 0;
for i = 1:length(Specimen)
    for iVAR = 1:length(VariantModel)
    for iEND = 1:length(VariantENDT)
    ENDsection = string(VariantENDT(iEND));
    for iTOS = 1:length(VariantTOS1)
    TOS1section = string(VariantTOS1(iTOS));
    TOS2section = string(VariantTOS2(iTOS));
    TOS3section = string(VariantTOS3(iTOS));
    for iBOS = 1 : length(VariantBOS1)
    BOS1section = string(VariantBOS1(iBOS));
    BOS2section = string(VariantBOS2(iBOS));
    BOS3section = string(VariantBOS3(iBOS));
    for iDOS = 1 : length(VariantDOS1)
    DOS1section = string(VariantDOS1(iDOS));
    DOS2section = string(VariantDOS2(iDOS));
    for iVOS = 1 : length(VariantVOS)
    VOSsection = string(VariantVOS(iVOS));
    for iTSS = 1 : length(VariantTSS)
    TSSsection = string(VariantTSS(iTSS));
    for iBSS = 1 : length(VariantBSS)
    BSSsection = string(VariantBSS(iBSS));
    for iDSSVSS = 1 : length(VariantDSS)
    DSSsection = string(VariantDSS(iDSSVSS));
    VSSsection = string(VariantVSS(iDSSVSS));
    for iCOL = 1 : length(VariantCOL)
    COLsection = string(VariantCOL(iCOL));
        ii = ii+1;
        Specimen(ii) = append(VariantModel(iVAR),VariantENDT(iEND),VariantTOS1(iTOS),VariantTOS2(iTOS),VariantTOS3(iTOS),VariantBOS1(iBOS),VariantBOS2(iBOS),VariantBOS3(iBOS),VariantDOS1(iDOS),VariantDOS2(iDOS),VariantVOS(iVOS),VariantTSS(iTSS),VariantBSS(iBSS),VariantDSS(iDSSVSS),VariantVSS(iDSSVSS),VariantCOL(iCOL));
        
        %% DEFINE OAPI FUNCTION
        ret = SapModel.InitializeNewModel(SAP2000v1.eUnits.kN_m_C);
        File = NET.explicitCast(SapModel.File,'SAP2000v1.cFile');
        PropFrame = NET.explicitCast(SapModel.PropFrame,'SAP2000v1.cPropFrame');
        Group=NET.explicitCast(SapModel.GroupDef,'SAP2000v1.cGroup');
        FrameObj = NET.explicitCast(SapModel.FrameObj,'SAP2000v1.cFrameObj');
        Analyze = NET.explicitCast(SapModel.Analyze,'SAP2000v1.cAnalyze');
        DesignSteel = NET.explicitCast(SapModel.DesignSteel,'SAP2000v1.cDesignSteel');
        View = NET.explicitCast(SapModel.View,'SAP2000v1.cView');
        DatabaseTables = NET.explicitCast(SapModel.DatabaseTables,'SAP2000v1.cDatabaseTables');
        SelectObj = NET.explicitCast(SapModel.SelectObj,'SAP2000v1.cSelect');
        

        %% MODELING SAP2000
        FileName = 'D:\\MAGISTER\\KULIAH\\TESIS\\MATLAB_PROCESSING MODEL\\Preliminary Section\\Prelimnarysection.s2k';
        ret = File.OpenFile(FileName);
        ret = SapModel.SetPresentUnits(SAP2000v1.eUnits.N_mm_C);

        % define frame section property for A(EndTruss)
        ret = PropFrame.SetTube('A1','BJ-37',152,152,6.4,6.4);
        ret = PropFrame.SetTube('A2','BJ-37',177,177,7.9,7.9);
        ret = PropFrame.SetTube('A3','BJ-37',203,203,12.7,12.7);
        ret = PropFrame.SetTube('A4','BJ-37',254,254,9.5,9.5);
        ret = PropFrame.SetTube('A5','BJ-37',304,304,12.7,12.7);

        % define frame section property for B(TOS1)
        ret = PropFrame.SetTube('B1','BJ-37',152,152,7.9,7.9);
        ret = PropFrame.SetTube('B2','BJ-37',177,177,9.5,9.5);
        ret = PropFrame.SetTube('B3','BJ-37',203,203,12.7,12.7);
    
        % define frame section property for C(TOS2)
        ret = PropFrame.SetTube('C1','BJ-37',177,177,9.5,9.5);
        ret = PropFrame.SetTube('C2','BJ-37',203,203,12.7,12.7);
        ret = PropFrame.SetTube('C3','BJ-37',254,254,12.7,12.7);

        % define frame section property for D(TOS3)
        ret = PropFrame.SetTube('D1','BJ-37',203,203,12.7,12.7);
        ret = PropFrame.SetTube('D2','BJ-37',254,254,12.7,12.7);
        ret = PropFrame.SetTube('D3','BJ-37',304,304,12.7,12.7);

        % define frame section property for E(BOS1)
        ret = PropFrame.SetTube('E1','BJ-37',152,152,6.4,6.4);
        ret = PropFrame.SetTube('E2','BJ-37',177,177,7.9,7.9);
        ret = PropFrame.SetTube('B3','BJ-37',203,203,7.9,7.9);

        % define frame section property for F(BOS2)
        ret = PropFrame.SetTube('F1','BJ-37',177,177,7.9,7.9);
        ret = PropFrame.SetTube('F2','BJ-37',203,203,9.5,9.5);
        ret = PropFrame.SetTube('F3','BJ-37',254,254,9.5,9.5);

        % define frame section property for G(BOS3)
        ret = PropFrame.SetTube('G1','BJ-37',203,203,9.5,9.5);
        ret = PropFrame.SetTube('G2','BJ-37',254,254,9.5,9.5);
        ret = PropFrame.SetTube('G3','BJ-37',304,304,12.7,12.7);

        % define frame section property for H(DOS1)
        ret = PropFrame.SetTube('H1','BJ-37',177,177,7.9,7.9);
        ret = PropFrame.SetTube('H2','BJ-37',203,203,12.7,12.7);
        ret = PropFrame.SetTube('H3','BJ-37',254,254,12.7,12.7);
        
        % define frame section property for I(DOS2)
        ret = PropFrame.SetTube('I1','BJ-37',152,152,6.4,6.4);
        ret = PropFrame.SetTube('I2','BJ-37',177,177,7.9,7.9);
        ret = PropFrame.SetTube('I3','BJ-37',203,203,12.7,12.7);

        % define frame section property for J(VOS)
        ret = PropFrame.SetTube('J1','BJ-37',50,50,2.2,2.2);

        % define frame section property for K(TSS)
        ret = PropFrame.SetTube('K1','BJ-37',152,152,6.5,6.5);
        ret = PropFrame.SetTube('K2','BJ-37',177,177,7.9,7.9);
        ret = PropFrame.SetTube('K3','BJ-37',203,203,9.5,9.5);
        ret = PropFrame.SetTube('K4','BJ-37',254,254,12.7,12.7);
       
        % define frame section property for L(BSS)
        ret = PropFrame.SetTube('L1','BJ-37',152,152,4.8,4.8);
        ret = PropFrame.SetTube('L2','BJ-37',177,177,6.5,6.5);
        ret = PropFrame.SetTube('L3','BJ-37',203,203,7.9,7.9);
        ret = PropFrame.SetTube('L4','BJ-37',254,254,9.5,9.5);

        % define frame section property for M(DSS)
        ret = PropFrame.SetTube('M1','BJ-37',40,40,2.2,2.2);

        % define frame section property for N(VSS)
        ret = PropFrame.SetTube('N1','BJ-37',30,30,2.2,2.2);

        % define frame section property for O(COL)
        ret = PropFrame.SetTube('O1','BJ-37',406,203,15.9,15.9);
        ret = PropFrame.SetTube('O2','BJ-37',406,304,15.9,15.9);
        ret = PropFrame.SetTube('O3','BJ-37',455,152,15.9,15.9);
        ret = PropFrame.SetTube('O4','BJ-37',508,203,15.9,15.9);

        % assign frame section by group
        ret = FrameObj.SetSection('End Truss',ENDsection,SAP2000v1.eItemType.Group);
        ret = FrameObj.SetSection('TopOrdinarySegment1',TOS1section,SAP2000v1.eItemType.Group);
        ret = FrameObj.SetSection('TopOrdinarySegment2',TOS2section,SAP2000v1.eItemType.Group);
        ret = FrameObj.SetSection('TopOrdinarySegment3',TOS3section,SAP2000v1.eItemType.Group);
        ret = FrameObj.SetSection('BottomOrdinarySegment1',BOS1section,SAP2000v1.eItemType.Group);
        ret = FrameObj.SetSection('BottomOrdinarySegment2',BOS2section,SAP2000v1.eItemType.Group);
        ret = FrameObj.SetSection('BottomOrdinarySegment3',BOS3section,SAP2000v1.eItemType.Group);
        ret = FrameObj.SetSection('DiagonalOrdinarySegment1',DOS1section,SAP2000v1.eItemType.Group);
        ret = FrameObj.SetSection('DiagonalOrdinarySegment2',DOS2section,SAP2000v1.eItemType.Group);
        ret = FrameObj.SetSection('VerticalOrdinarySegment',VOSsection,SAP2000v1.eItemType.Group);
        ret = FrameObj.SetSection('TopSpecialSegment',TSSsection,SAP2000v1.eItemType.Group);
        ret = FrameObj.SetSection('BottomSpecialSegment',BSSsection,SAP2000v1.eItemType.Group);
        ret = FrameObj.SetSection('DiagonalSpecialSegment',DSSsection,SAP2000v1.eItemType.Group);
        ret = FrameObj.SetSection('VerticalSpecialSegment',VSSsection,SAP2000v1.eItemType.Group);
        ret = FrameObj.SetSection('Column',COLsection,SAP2000v1.eItemType.Group);
        
        %% running analyze
        ret = File.Save('D:\\MAGISTER\\KULIAH\\TESIS\\MATLAB_PROCESSING MODEL\\Preliminary Section\\RUNNING SAP\\Preliminarysection-'+string(Specimen(ii)));        
        ret = SapModel.SetPresentUnits(SAP2000v1.eUnits.kN_m_C);
        ret = Analyze.RunAnalysis();
        
        %% check design steel section
        % Add load combination
        RespCombo = NET.explicitCast(SapModel.RespCombo,'SAP2000v1.cCombo');
        ret = RespCombo.Add('1.2D+1.6L',0);
        ret = RespCombo.SetCaseList('1.2D+1.6L',SAP2000v1.eCNameType.LoadCase,'DEAD',1.2);
        ret = RespCombo.SetCaseList('1.2D+1.6L',SAP2000v1.eCNameType.LoadCase,'SUPERDEAD',1.2);
        ret = RespCombo.SetCaseList('1.2D+1.6L',SAP2000v1.eCNameType.LoadCase,'LIVE',1.6);

        % DesignSteel
        ret = DesignSteel.SetCode('AISC 360-10');
        ret = DesignSteel.SetComboStrength('1.2D+1.6L',true);
        ret = DesignSteel.SetComboAutoGenerate(false);
        ret = DesignSteel.StartDesign();
        ret = View.RefreshView(0, false());
        
        %% set load case and combo for display table
        LoadCaseList = NET.createArray('System.String',6);
        LoadCaseList(1)='DEAD';
        LoadCaseList(2)='MODAL';
        LoadCaseList(3)='SUPERDEAD';
        LoadCaseList(4)='LIVE';
        LoadCaseList(5)='Gravity NLS';
        LoadCaseList(6)='Pushover-UX';
        ret = DatabaseTables.SetLoadCasesSelectedForDisplay({'MODAL','DEAD','SUPERDEAD','LIVE','Gravity NLS','Pushover-UX'});
        LoadCombList = NET.createArray('System.String',1);
        LoadCombList(1)='1.2D+1.6L';
        ret = DatabaseTables.SetLoadCombinationsSelectedForDisplay({'1.2D+1.6L'});
        ret = DatabaseTables.SetTableOutputOptionsForDisplay(0,0,0,true,1,12,true,1,12,2,2,2,2,2,3,1,1,2);

        %% get frame label
        NumberFrame = 0;
        AllFrameName = {''};
        [~,NumberFrame,AllFrameName] = FrameObj.GetNameList(NumberFrame,AllFrameName);
        % Column
        NumberItems=0;
        ObjectType=0;
        ObjectName={''};
        ret = SelectObj.Group("Column");
        [~,NumberItems,ObjectType,ObjectName] = SelectObj.GetSelected(NumberItems,ObjectType,ObjectName);
        ret = SelectObj.ClearSelection;
        frameCOL = string(ObjectName);
        % Endtruss
        NumberItems=0;
        ObjectType=0;
        ObjectName={''};
        ret = SelectObj.Group("End Truss");
        [~,NumberItems,ObjectType,ObjectName] = SelectObj.GetSelected(NumberItems,ObjectType,ObjectName);
        ret = SelectObj.ClearSelection;
        frameEND = string(ObjectName);
        % Top Ordinary Segment (TOS)
        NumberItems=0;
        ObjectType=0;
        ObjectName={''};
        ret = SelectObj.Group("TopOrdinarySegment1");
        ret = SelectObj.Group("TopOrdinarySegment2");
        ret = SelectObj.Group("TopOrdinarySegment3");
        [~,NumberItems,ObjectType,ObjectName] = SelectObj.GetSelected(NumberItems,ObjectType,ObjectName);
        ret = SelectObj.ClearSelection;
        frameTOS = string(ObjectName);
        % Bottom Ordinary Segment (BOS)
        NumberItems=0;
        ObjectType=0;
        ObjectName={''};
        ret = SelectObj.Group("BottomOrdinarySegment1");
        ret = SelectObj.Group("BottomOrdinarySegment2");
        ret = SelectObj.Group("BottomOrdinarySegment3");
        [~,NumberItems,ObjectType,ObjectName] = SelectObj.GetSelected(NumberItems,ObjectType,ObjectName);
        ret = SelectObj.ClearSelection;
        frameBOS = string(ObjectName);
        % Diagonal Ordinary Segment (DOS)
        NumberItems=0;
        ObjectType=0;
        ObjectName={''};
        ret = SelectObj.Group("DiagonalOrdinarySegment1");
        ret = SelectObj.Group("DiagonalOrdinarySegment2");
        [~,NumberItems,ObjectType,ObjectName] = SelectObj.GetSelected(NumberItems,ObjectType,ObjectName);
        ret = SelectObj.ClearSelection;
        frameDOS = string(ObjectName);
        % Diagonal Ordinary Segment (VOS)
        NumberItems=0;
        ObjectType=0;
        ObjectName={''};
        ret = SelectObj.Group("VeticalOrdinarySegment");
        [~,NumberItems,ObjectType,ObjectName] = SelectObj.GetSelected(NumberItems,ObjectType,ObjectName);
        ret = SelectObj.ClearSelection;
        frameVOS = string(ObjectName);
        % Top Special Segment (TSS)
        NumberItems=0;
        ObjectType=0;
        ObjectName={''};
        ret = SelectObj.Group("TopSpecialSegment");
        [~,NumberItems,ObjectType,ObjectName] = SelectObj.GetSelected(NumberItems,ObjectType,ObjectName);
        ret = SelectObj.ClearSelection;
        frameTSS = string(ObjectName);
        % Bottom Special Segment (BSS)
        NumberItems=0;
        ObjectType=0;
        ObjectName={''};
        ret = SelectObj.Group("BottomSpecialSegment");
        [~,NumberItems,ObjectType,ObjectName] = SelectObj.GetSelected(NumberItems,ObjectType,ObjectName);
        ret = SelectObj.ClearSelection;
        frameBSS = string(ObjectName);
        % Diagonal Special Segment (DSS)
        NumberItems=0;
        ObjectType=0;
        ObjectName={''};
        ret = SelectObj.Group("DiagonalSpecialSegment");
        [~,NumberItems,ObjectType,ObjectName] = SelectObj.GetSelected(NumberItems,ObjectType,ObjectName);
        ret = SelectObj.ClearSelection;
        frameDSS = string(ObjectName);
        % Vertical Special Segment (VSS)
        NumberItems=0;
        ObjectType=0;
        ObjectName={''};
        ret = SelectObj.Group("VerticalSpecialSegment");
        [~,NumberItems,ObjectType,ObjectName] = SelectObj.GetSelected(NumberItems,ObjectType,ObjectName);
        ret = SelectObj.ClearSelection;
        frameVSS = string(ObjectName);
        
        %% get alltable
        NumberTables = 0;
        TableKey = {''};
        TableName = {''};
        ImportType = 0;
        IsEmpty = NET.createArray('System.Boolean',NumberTables);
        [ret,NumberTables,TableKey,TableName,ImportType,IsEmpty] = DatabaseTables.GetAllTables(NumberTables,TableKey,TableName,ImportType,IsEmpty);
        TableKey = string(TableKey)';
        TableName = string(TableName)';
        ImportType = int32(ImportType)';
        IsEmpty = logical(IsEmpty)';
        TableKey = array2table(TableKey,"VariableNames",{'TableKey'});
        TableName = array2table(TableName,"VariableNames",{'TableName'});
        ImportType = array2table(ImportType,"VariableNames",{'ImportType'});
        IsEmpty = array2table(IsEmpty,"VariableNames",{'IsEmpty'});
        %Daftartabel = table(TableKey,TableName,ImportType,IsEmpty);
        %Daftartabel = table2array(Daftartabel);
        
        %% period of structure
        TableVersion = zeros('int32');
        FieldKeyList = {''};
        FieldKeysIncluded = {''};
        NumberRecords = zeros('int32');
        TableData = {''};
        [ret,~,TableVersion,FieldKeysIncluded,NumberRecords,TableData] = DatabaseTables.GetTableForDisplayArray("Modal Periods And Frequencies",FieldKeyList,'All',TableVersion,FieldKeysIncluded,NumberRecords,TableData);
        TableVersion = int32(TableVersion);
        FieldKeysIncluded = string(FieldKeysIncluded);
            [ret,c,r] = size(FieldKeysIncluded);
            c = int32(c);
            r = int32(r);
        NumberRecords = int32(NumberRecords);
        TableData = cell(TableData);
        TableData = reshape(TableData,c,[])';
        Period{ii,:} = array2table(TableData,"VariableNames",FieldKeysIncluded);
      
           
        %% Steel Design Check
        TableVersion = zeros('int32');
        FieldKeyList = {''};
        FieldKeysIncluded = {''};
        NumberRecords = zeros('int32');
        TableData = {''};
        [ret,~,TableVersion,FieldKeysIncluded,NumberRecords,TableData] = DatabaseTables.GetTableForDisplayArray("Steel Design 1 - Summary Data - AISC 360-10",FieldKeyList,'All',TableVersion,FieldKeysIncluded,NumberRecords,TableData);
        TableVersion = int32(TableVersion);
        FieldKeysIncluded = string(FieldKeysIncluded);
            [ret,c,r] = size(FieldKeysIncluded);
            c = int32(c);
            r = int32(r);
        NumberRecords = int32(NumberRecords);
        TableData = cell(TableData);
        TableData = reshape(TableData,c,[])';
        steeldesignresult = array2table(TableData,"VariableNames",FieldKeysIncluded);
        % check maximum ratio
        ratio = steeldesignresult.Ratio(:);
        ratio = strrep(ratio,',','.');
        ratio = str2double(ratio);
        maximumratio = sort(ratio,'descend');
        maximumratio = maximumratio(1);
        ratiolimit = 1.00;
        if maximumratio<ratiolimit
            checkratio(ii) = 'Ratio OK';
        else
            checkratio(ii) = 'Ratio exceeds allowable limit';
        end
        ratioCOL{ii,:} = steeldesignresult.Ratio(ismember(steeldesignresult.Frame,frameCOL));
        ratioEND{ii,:} = steeldesignresult.Ratio(ismember(steeldesignresult.Frame,frameEND));
        ratioTOS{ii,:} = steeldesignresult.Ratio(ismember(steeldesignresult.Frame,frameTOS));
        ratioBOS{ii,:} = steeldesignresult.Ratio(ismember(steeldesignresult.Frame,frameBOS));
        ratioDOS{ii,:} = steeldesignresult.Ratio(ismember(steeldesignresult.Frame,frameDOS));
        ratioVOS{ii,:} = steeldesignresult.Ratio(ismember(steeldesignresult.Frame,frameVOS));
        ratioTSS{ii,:} = steeldesignresult.Ratio(ismember(steeldesignresult.Frame,frameTSS));
        ratioBSS{ii,:} = steeldesignresult.Ratio(ismember(steeldesignresult.Frame,frameBSS));
        ratioDSS{ii,:} = steeldesignresult.Ratio(ismember(steeldesignresult.Frame,frameDSS));
        ratioVSS{ii,:} = steeldesignresult.Ratio(ismember(steeldesignresult.Frame,frameVSS));

        %% pushover result
        % base-shear 
        TableVersion = zeros('int32');
        FieldKeyList = {''};
        FieldKeysIncluded = {''};
        NumberRecords = zeros('int32');
        TableData = {''};
        [ret,~,TableVersion,FieldKeysIncluded,NumberRecords,TableData] = DatabaseTables.GetTableForDisplayArray("Base Reactions",FieldKeyList,'All',TableVersion,FieldKeysIncluded,NumberRecords,TableData);
        TableVersion = int32(TableVersion);
        FieldKeysIncluded = string(FieldKeysIncluded);
            [ret,c,r] = size(FieldKeysIncluded);
            c = int32(c);
            r = int32(r);
        NumberRecords = int32(NumberRecords);
        TableData = cell(TableData);
        TableData = reshape(TableData,c,[])';
        basereaction = array2table(TableData,"VariableNames",FieldKeysIncluded);
        filter1 = strcmp(basereaction.OutputCase,'Pushover-UX');
        baseshearpushx = basereaction(filter1,{'StepNum','GlobalFX','GlobalFZ'});
        
        % display displacement of monitored point 
        TableVersion = zeros('int32');
        FieldKeyList = {''};
        FieldKeysIncluded = {''};
        NumberRecords = zeros('int32');
        TableData = {''};
        [ret,~,TableVersion,FieldKeysIncluded,NumberRecords,TableData] = DatabaseTables.GetTableForDisplayArray("Joint Displacements",FieldKeyList,'All',TableVersion,FieldKeysIncluded,NumberRecords,TableData);
        TableVersion = int32(TableVersion);
        FieldKeysIncluded = string(FieldKeysIncluded);
            [ret,c,r] = size(FieldKeysIncluded);
            c = int32(c);
            r = int32(r);
        NumberRecords = int32(NumberRecords);
        TableData = cell(TableData);
        TableData = reshape(TableData,c,[])';
        jointdisplacement = array2table(TableData,"VariableNames",FieldKeysIncluded);
        filter1 = strcmp(jointdisplacement.Joint,'4');
        tableout1 = jointdisplacement(filter1,{'OutputCase','StepNum','U1'});
        filter2 = strcmp(tableout1.OutputCase,'Pushover-UX');
        point5disp = tableout1(filter2,{'StepNum','U1'});

        % pushover table    
        pushovertable{ii,:} = join(baseshearpushx,point5disp);
        plotx = str2double(strrep(pushovertable{ii,1}.U1,',','.'));
        ploty = str2double(strrep(pushovertable{ii,1}.GlobalFX,',','.'));
        %plot(plotx,ploty);
        %xlabel('Displacement(m)');
        %ylabel('Base Shear(kN)');
        %grid on;
        
        %% display hinge states
        TableVersion = zeros('int32');
        FieldKeyList = {''};
        FieldKeysIncluded = {''};
        NumberRecords = zeros('int32');
        TableData = {''};
        [ret,~,TableVersion,FieldKeysIncluded,NumberRecords,TableData] = DatabaseTables.GetTableForDisplayArray("Frame Hinge States",FieldKeyList,'All',TableVersion,FieldKeysIncluded,NumberRecords,TableData);
        TableVersion = int32(TableVersion);
        FieldKeysIncluded = string(FieldKeysIncluded);
            [ret,c,r] = size(FieldKeysIncluded);
            c = int32(c);
            r = int32(r);
        NumberRecords = int32(NumberRecords);
        TableData = cell(TableData);
        TableData = reshape(TableData,c,[])';
        hingeresult{ii,:} = array2table(TableData,"VariableNames",FieldKeysIncluded);
 
        filter = strcmp(hingeresult{ii,1}.OutputCase,'Pushover-UX') & ismember(hingeresult{ii,1}.Frame,frameCOL);
        hingeCOL = hingeresult{ii,1}(filter,{'Frame','OutputCase','StepNum','GenHinge','RelDist','M3','R3Plastic','HingeState','HingeStatus'});
        
        filter = strcmp(hingeresult{ii,1}.OutputCase,'Pushover-UX') & ismember(hingeresult{ii,1}.Frame,frameEND);
        hingeEND = hingeresult{ii,1}(filter,{'Frame','OutputCase','StepNum','GenHinge','RelDist','M3','R3Plastic','HingeState','HingeStatus'});
        
        %filter = strcmp(hingeresult{ii,1}.OutputCase,'Pushover-UX') & ismember(hingeresult{ii,1}.Frame,frameTOS);
        %hingeTOS = hingeresult{ii,1}(filter,{'Frame','OutputCase','StepNum','GenHinge','RelDist','M3','R3Plastic','HingeState','HingeStatus'});
        
        %filter = strcmp(hingeresult{ii,1}.OutputCase,'Pushover-UX') & ismember(hingeresult{ii,1}.Frame,frameBOS);
        %hingeBOS = hingeresult{ii,1}(filter,{'Frame','OutputCase','StepNum','GenHinge','RelDist','M3','R3Plastic','HingeState','HingeStatus'});

        %filter = strcmp(hingeresult{ii,1}.OutputCase,'Pushover-UX') & ismember(hingeresult{ii,1}.Frame,frameDOS);
        %hingeDOS = hingeresult{ii,1}(filter,{'Frame','OutputCase','StepNum','GenHinge','RelDist','M3','R3Plastic','HingeState','HingeStatus'});

        %filter = strcmp(hingeresult{ii,1}.OutputCase,'Pushover-UX') & ismember(hingeresult{ii,1}.Frame,frameVOS);
        %hingeVOS = hingeresult{ii,1}(filter,{'Frame','OutputCase','StepNum','GenHinge','RelDist','M3','R3Plastic','HingeState','HingeStatus'});
        
        filter = strcmp(hingeresult{ii,1}.OutputCase,'Pushover-UX') & ismember(hingeresult{ii,1}.Frame,frameTSS);
        hingeTSS = hingeresult{ii,1}(filter,{'Frame','OutputCase','StepNum','GenHinge','RelDist','M3','R3Plastic','HingeState','HingeStatus'});

        filter = strcmp(hingeresult{ii,1}.OutputCase,'Pushover-UX') & ismember(hingeresult{ii,1}.Frame,frameBSS);
        hingeBSS = hingeresult{ii,1}(filter,{'Frame','OutputCase','StepNum','GenHinge','RelDist','M3','R3Plastic','HingeState','HingeStatus'});

        %filter = strcmp(hingeresult{ii,1}.OutputCase,'Pushover-UX') & ismember(hingeresult{ii,1}.Frame,frameDSS);
        %hingeDSS = hingeresult{ii,1}(filter,{'Frame','OutputCase','StepNum','GenHinge','RelDist','M3','R3Plastic','HingeState','HingeStatus'});

        %filter = strcmp(hingeresult{ii,1}.OutputCase,'Pushover-UX') & ismember(hingeresult{ii,1}.Frame,frameVSS);
        %hingeVSS = hingeresult{ii,1}(filter,{'Frame','OutputCase','StepNum','GenHinge','RelDist','M3','R3Plastic','HingeState','HingeStatus'});
      
        %% check fuse first yielding
        filter = strcmp(hingeresult{ii,1}.OutputCase,'Pushover-UX') & ismember(hingeresult{ii,1}.HingeState,{'B to C'});
        firstyieldlist{ii,:} = hingeresult{ii,1}(filter,{'Frame','OutputCase','StepNum','GenHinge','RelDist','M3','R3Plastic','HingeState','HingeStatus'});
        stepfirstyield = firstyieldlist{ii,1}.StepNum(:);
        stepfirstyield = str2double(stepfirstyield);
        stepfirstyield = sort(stepfirstyield,'ascend');
        stepfirstyield = stepfirstyield(1);
        stepfirstyield = int2str(stepfirstyield);
        framefirstyield{ii,:} = firstyieldlist{ii,1}.Frame(strcmp(firstyieldlist{ii,1}.StepNum,stepfirstyield));
        testfuse = ismember(framefirstyield{ii,1},[frameTSS,frameBSS]);
        if testfuse == any(true)
            checkfuse(ii) = 'Fuse Correct';
        else
            checkfuse(ii) = 'Fuse wrong designed';
        end
        
            
    end
    end
    end
    end
    end
    end
    end
    end
    end
    end
end
toc
runningtime = toc;

[Stephen23]

You should align your code consistently. Badly aligned code (like yours) is one way that beginners hide bugs in their code.

The outermost loop seems to be superfluous, and will massively inflate the number of iterations with no benefit.

You should avoid so many type conversions. For example, you use COMPOSE to generate cell arrays of char vectors... which when you use the first thing you do with them is convert to string. So why not just make string arrays in the first place?

You should use arrays more, rather than writing out lots of variable names like this:

VariantModel = compose('%d',2:2);

VariantENDT= compose('A%d',1:5);

VariantTOS1= compose('A%d',1:3);

VariantTOS2 = compose('B%d',1:3);

VariantTOS3 = compose('B%d',1:3);

VariantBOS1 = compose('C%d',1:3);

VariantBOS2 = compose('D%d',1:3);

VariantBOS3 = compose('D%d',1:3);

VariantDOS1 = compose('E%d',1:3);

VariantDOS2 = compose('F%d',1:3);

VariantVOS = compose('G%d',1:1);

VariantTSS = compose('H%d',1:4);

VariantBSS = compose('I%d',1:4);

VariantDSS = compose('J%d',1:1);

VariantVSS = compose('K%d',1:1);

VariantCOL = compose('L%d',1:4);

For example by using a non-scalar structure:

S(1).name = "Model"
S(1).char = "";
S(1).vals = 2:2;
S(2).name = "ENDT";
S(2).char = "A";
S(2).vals = 1:5;
..

which you can then easily index into or use with comma-separated lists, e.g. to get all names:

[S.name]

and probably that would also help you to avoid all of those nested FOR loops.

[Arif]

align like this ?

%% clean-up the workspace & command window
clear;
clc;
tic;

%% Preparation to connect with OAPI SAP2000
%set the following flag to true to attach to an existing instance of the program otherwise a new instance of the program will be started
AttachToInstance = true();
% set the following flag to true to manually specify the path to ETABS.exe
% this allows for a connection to a version of ETABS other than the latest installation
% otherwise the latest installed version of ETABS will be launched
SpecifyPath = true(); 
% if the above flag is set to true, specify the path to ETABS below
ProgramPath = 'C:\Program Files\Computers and Structures\SAP2000 25\SAP2000.exe';
% full path to API dll set it to the installation folder
APIDLLPath = 'C:\Program Files\Computers and Structures\SAP2000 25\SAP2000v1.dll';
% create API helper objectETABSv1ETAB
a = NET.addAssembly(APIDLLPath);
helper = SAP2000v1.Helper;
helper = NET.explicitCast(helper,'SAP2000v1.cHelper');
if AttachToInstance
    % attach to a running instance of ETABS
    SapObject = helper.GetObject('CSI.SAP2000.API.SapObject');
    SapObject = NET.explicitCast(SapObject,'SAP2000v1.cOAPI');
else
    if SpecifyPath
            % create an instance of the ETABS object from the specified path
                SapObject = helper.CreateObject(ProgramPath);
    else
            % create an instance of the ETABS object from the latest installed ETABS
                SapObject = helper.CreateObjectProgID('CSI.SAP2000.API.SapObject');
    end
    SapObject = NET.explicitCast(SapObject,'SAP2000v1.cOAPI');
    % start ETABS application
    SapObject.ApplicationStart;
end
helper = 0;

% create SapModel object
SapModel = NET.explicitCast(SapObject.SapModel,'SAP2000v1.cSapModel');

%% Define Variant Model 
VariantModel = compose('%d',2:2);
VariantENDT= compose('A%d',1:5);
VariantTOS1= compose('A%d',1:3);
VariantTOS2 = compose('B%d',1:3);
VariantTOS3 = compose('B%d',1:3);
VariantBOS1 = compose('C%d',1:3);
VariantBOS2 = compose('D%d',1:3);
VariantBOS3 = compose('D%d',1:3);
VariantDOS1 = compose('E%d',1:3);
VariantDOS2 = compose('F%d',1:3);
VariantVOS = compose('G%d',1:1);
VariantTSS = compose('H%d',1:4);
VariantBSS = compose('I%d',1:4);
VariantDSS = compose('J%d',1:1);
VariantVSS = compose('K%d',1:1);
VariantCOL = compose('L%d',1:4);

%% Define Variable For Looping Analysis 
Specimen = repmat("",length(VariantModel)*length(VariantENDT)*length(VariantTOS1)*length(VariantBOS1)*length(VariantDOS1)*length(VariantVOS)*length(VariantTSS)*length(VariantBSS)*length(VariantDSS)*length(VariantCOL),1);
Optimizevalue = zeros(1,length(Specimen));
checkratio = strings(1,length(Specimen));
CheckHingeCOL = strings(1,length(Specimen));
checkfuse = strings(1,length(Specimen));
R = zeros(1,length(Specimen));
W = zeros(1,length(Specimen));
Cg = zeros(1,length(Specimen));
ii = 0;
for i = 1:length(Specimen)
for iVAR = 1:length(VariantModel)
for iEND = 1:length(VariantENDT)
ENDsection = string(VariantENDT(iEND));
for iTOS = 1:length(VariantTOS1)
TOS1section = string(VariantTOS1(iTOS));
TOS2section = string(VariantTOS2(iTOS));
TOS3section = string(VariantTOS3(iTOS));
for iBOS = 1 : length(VariantBOS1)
BOS1section = string(VariantBOS1(iBOS));
BOS2section = string(VariantBOS2(iBOS));
BOS3section = string(VariantBOS3(iBOS));
for iDOS = 1 : length(VariantDOS1)
DOS1section = string(VariantDOS1(iDOS));
DOS2section = string(VariantDOS2(iDOS));
for iVOS = 1 : length(VariantVOS)
VOSsection = string(VariantVOS(iVOS));
for iTSS = 1 : length(VariantTSS)
TSSsection = string(VariantTSS(iTSS));
for iBSS = 1 : length(VariantBSS)
BSSsection = string(VariantBSS(iBSS));
for iDSSVSS = 1 : length(VariantDSS)
DSSsection = string(VariantDSS(iDSSVSS));
VSSsection = string(VariantVSS(iDSSVSS));
for iCOL = 1 : length(VariantCOL)
COLsection = string(VariantCOL(iCOL));
ii = ii+1;
Specimen(ii) = append(VariantModel(iVAR),VariantENDT(iEND),VariantTOS1(iTOS),VariantTOS2(iTOS),VariantTOS3(iTOS),VariantBOS1(iBOS),VariantBOS2(iBOS),VariantBOS3(iBOS),VariantDOS1(iDOS),VariantDOS2(iDOS),VariantVOS(iVOS),VariantTSS(iTSS),VariantBSS(iBSS),VariantDSS(iDSSVSS),VariantVSS(iDSSVSS),VariantCOL(iCOL));

%% DEFINE OAPI FUNCTION
ret = SapModel.InitializeNewModel(SAP2000v1.eUnits.kN_m_C);
File = NET.explicitCast(SapModel.File,'SAP2000v1.cFile');
PropFrame = NET.explicitCast(SapModel.PropFrame,'SAP2000v1.cPropFrame');
Group=NET.explicitCast(SapModel.GroupDef,'SAP2000v1.cGroup');
FrameObj = NET.explicitCast(SapModel.FrameObj,'SAP2000v1.cFrameObj');
Analyze = NET.explicitCast(SapModel.Analyze,'SAP2000v1.cAnalyze');
DesignSteel = NET.explicitCast(SapModel.DesignSteel,'SAP2000v1.cDesignSteel');
View = NET.explicitCast(SapModel.View,'SAP2000v1.cView');
DatabaseTables = NET.explicitCast(SapModel.DatabaseTables,'SAP2000v1.cDatabaseTables');
SelectObj = NET.explicitCast(SapModel.SelectObj,'SAP2000v1.cSelect');


%% MODELING SAP2000
FileName = 'D:\\MAGISTER\\KULIAH\\TESIS\\MATLAB_PROCESSING MODEL\\Preliminary Section\\Prelimnarysection.s2k';
ret = File.OpenFile(FileName);
ret = SapModel.SetPresentUnits(SAP2000v1.eUnits.N_mm_C);

% define frame section property for A(EndTruss)
ret = PropFrame.SetTube('A1','BJ-37',152,152,6.4,6.4);
ret = PropFrame.SetTube('A2','BJ-37',177,177,7.9,7.9);
ret = PropFrame.SetTube('A3','BJ-37',203,203,12.7,12.7);
ret = PropFrame.SetTube('A4','BJ-37',254,254,9.5,9.5);
ret = PropFrame.SetTube('A5','BJ-37',304,304,12.7,12.7);

% define frame section property for B(TOS1)
ret = PropFrame.SetTube('B1','BJ-37',152,152,7.9,7.9);
ret = PropFrame.SetTube('B2','BJ-37',177,177,9.5,9.5);
ret = PropFrame.SetTube('B3','BJ-37',203,203,12.7,12.7);

% define frame section property for C(TOS2)
ret = PropFrame.SetTube('C1','BJ-37',177,177,9.5,9.5);
ret = PropFrame.SetTube('C2','BJ-37',203,203,12.7,12.7);
ret = PropFrame.SetTube('C3','BJ-37',254,254,12.7,12.7);

% define frame section property for D(TOS3)
ret = PropFrame.SetTube('D1','BJ-37',203,203,12.7,12.7);
ret = PropFrame.SetTube('D2','BJ-37',254,254,12.7,12.7);
ret = PropFrame.SetTube('D3','BJ-37',304,304,12.7,12.7);

% define frame section property for E(BOS1)
ret = PropFrame.SetTube('E1','BJ-37',152,152,6.4,6.4);
ret = PropFrame.SetTube('E2','BJ-37',177,177,7.9,7.9);
ret = PropFrame.SetTube('B3','BJ-37',203,203,7.9,7.9);

% define frame section property for F(BOS2)
ret = PropFrame.SetTube('F1','BJ-37',177,177,7.9,7.9);
ret = PropFrame.SetTube('F2','BJ-37',203,203,9.5,9.5);
ret = PropFrame.SetTube('F3','BJ-37',254,254,9.5,9.5);

% define frame section property for G(BOS3)
ret = PropFrame.SetTube('G1','BJ-37',203,203,9.5,9.5);
ret = PropFrame.SetTube('G2','BJ-37',254,254,9.5,9.5);
ret = PropFrame.SetTube('G3','BJ-37',304,304,12.7,12.7);

% define frame section property for H(DOS1)
ret = PropFrame.SetTube('H1','BJ-37',177,177,7.9,7.9);
ret = PropFrame.SetTube('H2','BJ-37',203,203,12.7,12.7);
ret = PropFrame.SetTube('H3','BJ-37',254,254,12.7,12.7);

% define frame section property for I(DOS2)
ret = PropFrame.SetTube('I1','BJ-37',152,152,6.4,6.4);
ret = PropFrame.SetTube('I2','BJ-37',177,177,7.9,7.9);
ret = PropFrame.SetTube('I3','BJ-37',203,203,12.7,12.7);

% define frame section property for J(VOS)
ret = PropFrame.SetTube('J1','BJ-37',50,50,2.2,2.2);

% define frame section property for K(TSS)
ret = PropFrame.SetTube('K1','BJ-37',152,152,6.5,6.5);
ret = PropFrame.SetTube('K2','BJ-37',177,177,7.9,7.9);
ret = PropFrame.SetTube('K3','BJ-37',203,203,9.5,9.5);
ret = PropFrame.SetTube('K4','BJ-37',254,254,12.7,12.7);

% define frame section property for L(BSS)
ret = PropFrame.SetTube('L1','BJ-37',152,152,4.8,4.8);
ret = PropFrame.SetTube('L2','BJ-37',177,177,6.5,6.5);
ret = PropFrame.SetTube('L3','BJ-37',203,203,7.9,7.9);
ret = PropFrame.SetTube('L4','BJ-37',254,254,9.5,9.5);

% define frame section property for M(DSS)
ret = PropFrame.SetTube('M1','BJ-37',40,40,2.2,2.2);

% define frame section property for N(VSS)
ret = PropFrame.SetTube('N1','BJ-37',30,30,2.2,2.2);

% define frame section property for O(COL)
ret = PropFrame.SetTube('O1','BJ-37',406,203,15.9,15.9);
ret = PropFrame.SetTube('O2','BJ-37',406,304,15.9,15.9);
ret = PropFrame.SetTube('O3','BJ-37',455,152,15.9,15.9);
ret = PropFrame.SetTube('O4','BJ-37',508,203,15.9,15.9);

% assign frame section by group
ret = FrameObj.SetSection('End Truss',ENDsection,SAP2000v1.eItemType.Group);
ret = FrameObj.SetSection('TopOrdinarySegment1',TOS1section,SAP2000v1.eItemType.Group);
ret = FrameObj.SetSection('TopOrdinarySegment2',TOS2section,SAP2000v1.eItemType.Group);
ret = FrameObj.SetSection('TopOrdinarySegment3',TOS3section,SAP2000v1.eItemType.Group);
ret = FrameObj.SetSection('BottomOrdinarySegment1',BOS1section,SAP2000v1.eItemType.Group);
ret = FrameObj.SetSection('BottomOrdinarySegment2',BOS2section,SAP2000v1.eItemType.Group);
ret = FrameObj.SetSection('BottomOrdinarySegment3',BOS3section,SAP2000v1.eItemType.Group);
ret = FrameObj.SetSection('DiagonalOrdinarySegment1',DOS1section,SAP2000v1.eItemType.Group);
ret = FrameObj.SetSection('DiagonalOrdinarySegment2',DOS2section,SAP2000v1.eItemType.Group);
ret = FrameObj.SetSection('VerticalOrdinarySegment',VOSsection,SAP2000v1.eItemType.Group);
ret = FrameObj.SetSection('TopSpecialSegment',TSSsection,SAP2000v1.eItemType.Group);
ret = FrameObj.SetSection('BottomSpecialSegment',BSSsection,SAP2000v1.eItemType.Group);
ret = FrameObj.SetSection('DiagonalSpecialSegment',DSSsection,SAP2000v1.eItemType.Group);
ret = FrameObj.SetSection('VerticalSpecialSegment',VSSsection,SAP2000v1.eItemType.Group);
ret = FrameObj.SetSection('Column',COLsection,SAP2000v1.eItemType.Group);

%% running analyze
ret = File.Save('D:\\MAGISTER\\KULIAH\\TESIS\\MATLAB_PROCESSING MODEL\\Preliminary Section\\RUNNING SAP\\Preliminarysection-'+string(Specimen(ii)));        
ret = SapModel.SetPresentUnits(SAP2000v1.eUnits.kN_m_C);
ret = Analyze.RunAnalysis();

%% check design steel section
% Add load combination
RespCombo = NET.explicitCast(SapModel.RespCombo,'SAP2000v1.cCombo');
ret = RespCombo.Add('1.2D+1.6L',0);
ret = RespCombo.SetCaseList('1.2D+1.6L',SAP2000v1.eCNameType.LoadCase,'DEAD',1.2);
ret = RespCombo.SetCaseList('1.2D+1.6L',SAP2000v1.eCNameType.LoadCase,'SUPERDEAD',1.2);
ret = RespCombo.SetCaseList('1.2D+1.6L',SAP2000v1.eCNameType.LoadCase,'LIVE',1.6);

% DesignSteel
ret = DesignSteel.SetCode('AISC 360-10');
ret = DesignSteel.SetComboStrength('1.2D+1.6L',true);
ret = DesignSteel.SetComboAutoGenerate(false);
ret = DesignSteel.StartDesign();
ret = View.RefreshView(0, false());

%% set load case and combo for display table
LoadCaseList = NET.createArray('System.String',6);
LoadCaseList(1)='DEAD';
LoadCaseList(2)='MODAL';
LoadCaseList(3)='SUPERDEAD';
LoadCaseList(4)='LIVE';
LoadCaseList(5)='Gravity NLS';
LoadCaseList(6)='Pushover-UX';
ret = DatabaseTables.SetLoadCasesSelectedForDisplay({'MODAL','DEAD','SUPERDEAD','LIVE','Gravity NLS','Pushover-UX'});
LoadCombList = NET.createArray('System.String',1);
LoadCombList(1)='1.2D+1.6L';
ret = DatabaseTables.SetLoadCombinationsSelectedForDisplay({'1.2D+1.6L'});
ret = DatabaseTables.SetTableOutputOptionsForDisplay(0,0,0,true,1,12,true,1,12,2,2,2,2,2,3,1,1,2);

%% get frame label
NumberFrame = 0;
AllFrameName = {''};
[~,NumberFrame,AllFrameName] = FrameObj.GetNameList(NumberFrame,AllFrameName);
% Column
NumberItems=0;
ObjectType=0;
ObjectName={''};
ret = SelectObj.Group("Column");
[~,NumberItems,ObjectType,ObjectName] = SelectObj.GetSelected(NumberItems,ObjectType,ObjectName);
ret = SelectObj.ClearSelection;
frameCOL = string(ObjectName);
% Endtruss
NumberItems=0;
ObjectType=0;
ObjectName={''};
ret = SelectObj.Group("End Truss");
[~,NumberItems,ObjectType,ObjectName] = SelectObj.GetSelected(NumberItems,ObjectType,ObjectName);
ret = SelectObj.ClearSelection;
frameEND = string(ObjectName);
% Top Ordinary Segment (TOS)
NumberItems=0;
ObjectType=0;
ObjectName={''};
ret = SelectObj.Group("TopOrdinarySegment1");
ret = SelectObj.Group("TopOrdinarySegment2");
ret = SelectObj.Group("TopOrdinarySegment3");
[~,NumberItems,ObjectType,ObjectName] = SelectObj.GetSelected(NumberItems,ObjectType,ObjectName);
ret = SelectObj.ClearSelection;
frameTOS = string(ObjectName);
% Bottom Ordinary Segment (BOS)
NumberItems=0;
ObjectType=0;
ObjectName={''};
ret = SelectObj.Group("BottomOrdinarySegment1");
ret = SelectObj.Group("BottomOrdinarySegment2");
ret = SelectObj.Group("BottomOrdinarySegment3");
[~,NumberItems,ObjectType,ObjectName] = SelectObj.GetSelected(NumberItems,ObjectType,ObjectName);
ret = SelectObj.ClearSelection;
frameBOS = string(ObjectName);
% Diagonal Ordinary Segment (DOS)
NumberItems=0;
ObjectType=0;
ObjectName={''};
ret = SelectObj.Group("DiagonalOrdinarySegment1");
ret = SelectObj.Group("DiagonalOrdinarySegment2");
[~,NumberItems,ObjectType,ObjectName] = SelectObj.GetSelected(NumberItems,ObjectType,ObjectName);
ret = SelectObj.ClearSelection;
frameDOS = string(ObjectName);
% Diagonal Ordinary Segment (VOS)
NumberItems=0;
ObjectType=0;
ObjectName={''};
ret = SelectObj.Group("VeticalOrdinarySegment");
[~,NumberItems,ObjectType,ObjectName] = SelectObj.GetSelected(NumberItems,ObjectType,ObjectName);
ret = SelectObj.ClearSelection;
frameVOS = string(ObjectName);
% Top Special Segment (TSS)
NumberItems=0;
ObjectType=0;
ObjectName={''};
ret = SelectObj.Group("TopSpecialSegment");
[~,NumberItems,ObjectType,ObjectName] = SelectObj.GetSelected(NumberItems,ObjectType,ObjectName);
ret = SelectObj.ClearSelection;
frameTSS = string(ObjectName);
% Bottom Special Segment (BSS)
NumberItems=0;
ObjectType=0;
ObjectName={''};
ret = SelectObj.Group("BottomSpecialSegment");
[~,NumberItems,ObjectType,ObjectName] = SelectObj.GetSelected(NumberItems,ObjectType,ObjectName);
ret = SelectObj.ClearSelection;
frameBSS = string(ObjectName);
% Diagonal Special Segment (DSS)
NumberItems=0;
ObjectType=0;
ObjectName={''};
ret = SelectObj.Group("DiagonalSpecialSegment");
[~,NumberItems,ObjectType,ObjectName] = SelectObj.GetSelected(NumberItems,ObjectType,ObjectName);
ret = SelectObj.ClearSelection;
frameDSS = string(ObjectName);
% Vertical Special Segment (VSS)
NumberItems=0;
ObjectType=0;
ObjectName={''};
ret = SelectObj.Group("VerticalSpecialSegment");
[~,NumberItems,ObjectType,ObjectName] = SelectObj.GetSelected(NumberItems,ObjectType,ObjectName);
ret = SelectObj.ClearSelection;
frameVSS = string(ObjectName);

%% get alltable
NumberTables = 0;
TableKey = {''};
TableName = {''};
ImportType = 0;
IsEmpty = NET.createArray('System.Boolean',NumberTables);
[ret,NumberTables,TableKey,TableName,ImportType,IsEmpty] = DatabaseTables.GetAllTables(NumberTables,TableKey,TableName,ImportType,IsEmpty);
TableKey = string(TableKey)';
TableName = string(TableName)';
ImportType = int32(ImportType)';
IsEmpty = logical(IsEmpty)';
TableKey = array2table(TableKey,"VariableNames",{'TableKey'});
TableName = array2table(TableName,"VariableNames",{'TableName'});
ImportType = array2table(ImportType,"VariableNames",{'ImportType'});
IsEmpty = array2table(IsEmpty,"VariableNames",{'IsEmpty'});
%Daftartabel = table(TableKey,TableName,ImportType,IsEmpty);
%Daftartabel = table2array(Daftartabel);

%% period of structure
TableVersion = zeros('int32');
FieldKeyList = {''};
FieldKeysIncluded = {''};
NumberRecords = zeros('int32');
TableData = {''};
[ret,~,TableVersion,FieldKeysIncluded,NumberRecords,TableData] = DatabaseTables.GetTableForDisplayArray("Modal Periods And Frequencies",FieldKeyList,'All',TableVersion,FieldKeysIncluded,NumberRecords,TableData);
TableVersion = int32(TableVersion);
FieldKeysIncluded = string(FieldKeysIncluded);
    [ret,c,r] = size(FieldKeysIncluded);
    c = int32(c);
    r = int32(r);
NumberRecords = int32(NumberRecords);
TableData = cell(TableData);
TableData = reshape(TableData,c,[])';
Period{ii,:} = array2table(TableData,"VariableNames",FieldKeysIncluded);

   
%% Steel Design Check
TableVersion = zeros('int32');
FieldKeyList = {''};
FieldKeysIncluded = {''};
NumberRecords = zeros('int32');
TableData = {''};
[ret,~,TableVersion,FieldKeysIncluded,NumberRecords,TableData] = DatabaseTables.GetTableForDisplayArray("Steel Design 1 - Summary Data - AISC 360-10",FieldKeyList,'All',TableVersion,FieldKeysIncluded,NumberRecords,TableData);
TableVersion = int32(TableVersion);
FieldKeysIncluded = string(FieldKeysIncluded);
    [ret,c,r] = size(FieldKeysIncluded);
    c = int32(c);
    r = int32(r);
NumberRecords = int32(NumberRecords);
TableData = cell(TableData);
TableData = reshape(TableData,c,[])';
steeldesignresult = array2table(TableData,"VariableNames",FieldKeysIncluded);
% check maximum ratio
ratio = steeldesignresult.Ratio(:);
ratio = strrep(ratio,',','.');
ratio = str2double(ratio);
maximumratio = sort(ratio,'descend');
maximumratio = maximumratio(1);
ratiolimit = 1.00;
if maximumratio<ratiolimit
    checkratio(ii) = 'Ratio OK';
else
    checkratio(ii) = 'Ratio exceeds allowable limit';
end
ratioCOL{ii,:} = steeldesignresult.Ratio(ismember(steeldesignresult.Frame,frameCOL));
ratioEND{ii,:} = steeldesignresult.Ratio(ismember(steeldesignresult.Frame,frameEND));
ratioTOS{ii,:} = steeldesignresult.Ratio(ismember(steeldesignresult.Frame,frameTOS));
ratioBOS{ii,:} = steeldesignresult.Ratio(ismember(steeldesignresult.Frame,frameBOS));
ratioDOS{ii,:} = steeldesignresult.Ratio(ismember(steeldesignresult.Frame,frameDOS));
ratioVOS{ii,:} = steeldesignresult.Ratio(ismember(steeldesignresult.Frame,frameVOS));
ratioTSS{ii,:} = steeldesignresult.Ratio(ismember(steeldesignresult.Frame,frameTSS));
ratioBSS{ii,:} = steeldesignresult.Ratio(ismember(steeldesignresult.Frame,frameBSS));
ratioDSS{ii,:} = steeldesignresult.Ratio(ismember(steeldesignresult.Frame,frameDSS));
ratioVSS{ii,:} = steeldesignresult.Ratio(ismember(steeldesignresult.Frame,frameVSS));

%% pushover result
% base-shear 
TableVersion = zeros('int32');
FieldKeyList = {''};
FieldKeysIncluded = {''};
NumberRecords = zeros('int32');
TableData = {''};
[ret,~,TableVersion,FieldKeysIncluded,NumberRecords,TableData] = DatabaseTables.GetTableForDisplayArray("Base Reactions",FieldKeyList,'All',TableVersion,FieldKeysIncluded,NumberRecords,TableData);
TableVersion = int32(TableVersion);
FieldKeysIncluded = string(FieldKeysIncluded);
    [ret,c,r] = size(FieldKeysIncluded);
    c = int32(c);
    r = int32(r);
NumberRecords = int32(NumberRecords);
TableData = cell(TableData);
TableData = reshape(TableData,c,[])';
basereaction = array2table(TableData,"VariableNames",FieldKeysIncluded);
filter1 = strcmp(basereaction.OutputCase,'Pushover-UX');
baseshearpushx = basereaction(filter1,{'StepNum','GlobalFX','GlobalFZ'});

% display displacement of monitored point 
TableVersion = zeros('int32');
FieldKeyList = {''};
FieldKeysIncluded = {''};
NumberRecords = zeros('int32');
TableData = {''};
[ret,~,TableVersion,FieldKeysIncluded,NumberRecords,TableData] = DatabaseTables.GetTableForDisplayArray("Joint Displacements",FieldKeyList,'All',TableVersion,FieldKeysIncluded,NumberRecords,TableData);
TableVersion = int32(TableVersion);
FieldKeysIncluded = string(FieldKeysIncluded);
    [ret,c,r] = size(FieldKeysIncluded);
    c = int32(c);
    r = int32(r);
NumberRecords = int32(NumberRecords);
TableData = cell(TableData);
TableData = reshape(TableData,c,[])';
jointdisplacement = array2table(TableData,"VariableNames",FieldKeysIncluded);
filter1 = strcmp(jointdisplacement.Joint,'4');
tableout1 = jointdisplacement(filter1,{'OutputCase','StepNum','U1'});
filter2 = strcmp(tableout1.OutputCase,'Pushover-UX');
point5disp = tableout1(filter2,{'StepNum','U1'});

% pushover table    
pushovertable{ii,:} = join(baseshearpushx,point5disp);
plotx = str2double(strrep(pushovertable{ii,1}.U1,',','.'));
ploty = str2double(strrep(pushovertable{ii,1}.GlobalFX,',','.'));
%plot(plotx,ploty);
%xlabel('Displacement(m)');
%ylabel('Base Shear(kN)');
%grid on;

%% display hinge states
TableVersion = zeros('int32');
FieldKeyList = {''};
FieldKeysIncluded = {''};
NumberRecords = zeros('int32');
TableData = {''};
[ret,~,TableVersion,FieldKeysIncluded,NumberRecords,TableData] = DatabaseTables.GetTableForDisplayArray("Frame Hinge States",FieldKeyList,'All',TableVersion,FieldKeysIncluded,NumberRecords,TableData);
TableVersion = int32(TableVersion);
FieldKeysIncluded = string(FieldKeysIncluded);
    [ret,c,r] = size(FieldKeysIncluded);
    c = int32(c);
    r = int32(r);
NumberRecords = int32(NumberRecords);
TableData = cell(TableData);
TableData = reshape(TableData,c,[])';
hingeresult{ii,:} = array2table(TableData,"VariableNames",FieldKeysIncluded);

filter = strcmp(hingeresult{ii,1}.OutputCase,'Pushover-UX') & ismember(hingeresult{ii,1}.Frame,frameCOL);
hingeCOL = hingeresult{ii,1}(filter,{'Frame','OutputCase','StepNum','GenHinge','RelDist','M3','R3Plastic','HingeState','HingeStatus'});

filter = strcmp(hingeresult{ii,1}.OutputCase,'Pushover-UX') & ismember(hingeresult{ii,1}.Frame,frameEND);
hingeEND = hingeresult{ii,1}(filter,{'Frame','OutputCase','StepNum','GenHinge','RelDist','M3','R3Plastic','HingeState','HingeStatus'});

%filter = strcmp(hingeresult{ii,1}.OutputCase,'Pushover-UX') & ismember(hingeresult{ii,1}.Frame,frameTOS);
%hingeTOS = hingeresult{ii,1}(filter,{'Frame','OutputCase','StepNum','GenHinge','RelDist','M3','R3Plastic','HingeState','HingeStatus'});

%filter = strcmp(hingeresult{ii,1}.OutputCase,'Pushover-UX') & ismember(hingeresult{ii,1}.Frame,frameBOS);
%hingeBOS = hingeresult{ii,1}(filter,{'Frame','OutputCase','StepNum','GenHinge','RelDist','M3','R3Plastic','HingeState','HingeStatus'});

%filter = strcmp(hingeresult{ii,1}.OutputCase,'Pushover-UX') & ismember(hingeresult{ii,1}.Frame,frameDOS);
%hingeDOS = hingeresult{ii,1}(filter,{'Frame','OutputCase','StepNum','GenHinge','RelDist','M3','R3Plastic','HingeState','HingeStatus'});

%filter = strcmp(hingeresult{ii,1}.OutputCase,'Pushover-UX') & ismember(hingeresult{ii,1}.Frame,frameVOS);
%hingeVOS = hingeresult{ii,1}(filter,{'Frame','OutputCase','StepNum','GenHinge','RelDist','M3','R3Plastic','HingeState','HingeStatus'});

filter = strcmp(hingeresult{ii,1}.OutputCase,'Pushover-UX') & ismember(hingeresult{ii,1}.Frame,frameTSS);
hingeTSS = hingeresult{ii,1}(filter,{'Frame','OutputCase','StepNum','GenHinge','RelDist','M3','R3Plastic','HingeState','HingeStatus'});

filter = strcmp(hingeresult{ii,1}.OutputCase,'Pushover-UX') & ismember(hingeresult{ii,1}.Frame,frameBSS);
hingeBSS = hingeresult{ii,1}(filter,{'Frame','OutputCase','StepNum','GenHinge','RelDist','M3','R3Plastic','HingeState','HingeStatus'});

%filter = strcmp(hingeresult{ii,1}.OutputCase,'Pushover-UX') & ismember(hingeresult{ii,1}.Frame,frameDSS);
%hingeDSS = hingeresult{ii,1}(filter,{'Frame','OutputCase','StepNum','GenHinge','RelDist','M3','R3Plastic','HingeState','HingeStatus'});

%filter = strcmp(hingeresult{ii,1}.OutputCase,'Pushover-UX') & ismember(hingeresult{ii,1}.Frame,frameVSS);
%hingeVSS = hingeresult{ii,1}(filter,{'Frame','OutputCase','StepNum','GenHinge','RelDist','M3','R3Plastic','HingeState','HingeStatus'});

%% check fuse first yielding
filter = strcmp(hingeresult{ii,1}.OutputCase,'Pushover-UX') & ismember(hingeresult{ii,1}.HingeState,{'B to C'});
firstyieldlist{ii,:} = hingeresult{ii,1}(filter,{'Frame','OutputCase','StepNum','GenHinge','RelDist','M3','R3Plastic','HingeState','HingeStatus'});
stepfirstyield = firstyieldlist{ii,1}.StepNum(:);
stepfirstyield = str2double(stepfirstyield);
stepfirstyield = sort(stepfirstyield,'ascend');
stepfirstyield = stepfirstyield(1);
stepfirstyield = int2str(stepfirstyield);
framefirstyield{ii,:} = firstyieldlist{ii,1}.Frame(strcmp(firstyieldlist{ii,1}.StepNum,stepfirstyield));
testfuse = ismember(framefirstyield{ii,1},[frameTSS,frameBSS]);
if testfuse == any(true)
    checkfuse(ii) = 'Fuse Correct';
else
    checkfuse(ii) = 'Fuse wrong designed';
end
        
end
end
end
end
end
end
end
end
end
end
end
toc
runningtime = toc;

[Stephen23]

"align like this ?"

No, that is worse.

Use the default alignment:

• select all text.
• press ctrl + i

Did you read my comment about the outermost loop? It seems to be an attempt to duplicate all of the other loops, but as far as I can tell does nothing useful.

Answer 1

[Joe Vinciguerra]

If you want to output to the command window during execution you have a couple options:

1. The semicolon (;) at the end of each line suppresses output to the command window. Simply remove the semicolon at the end of the lines for which you would like to watch the values being returned.
2. Use the disp function. This allows you to format your output and add additional information.

Here is an example of both methods:

for ii=1:3
    foo = ii^2      % without semicolon the result is displayed in the command window
    bar = ii/2;     % with semicolon the result is suppressed
    disp("The value of bar is " + string(bar));
end

foo = 1

The value of bar is 0.5

foo = 4

The value of bar is 1

foo = 9

The value of bar is 1.5

To interrogate your workspace "live" you will need to pause execution of the code using breakpoints. Here is how you do that:

https://www.mathworks.com/help/matlab/matlab_prog/set-breakpoints.html