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Comparison of Modal Analysis Results in StatiCAD and SAP2000

For simplicity, a system consisting of 4 columns and 2 storeys was modelled and analysed in StatiCAD, then exported to SAP2000 and analysed there as well.

The system was solved both with and without a rigid diaphragm. It was found that the results matched more closely in the solution without a diaphragm.

You can access the program data files and details of the verification summarised below at https://www.staticad-yigma.com/download/StatiCAD_modalanalizdogrulama.rar.

If desired, similar tests for different scenarios can be created using the current demo version.

Comparison of StatiCAD and SAP2000 period values in Modal Analysis without Rigid Diaphragm

 StatiCADSAP2000Diff % 
StepNumPeriodPeriod Dominant Direction
10,1437390,1436010,10%Uy
20,1332550,1330930,12%Ux
30,1167590,1166250,11%Uy
40,1020350,101920,11%Ux
50,0422670,0421990,16%Ux
60,0421830,0421270,13%Uy
70,0293060,0292310,26%Uy
80,0267570,0266970,22%Ux
90,0168170,0168170,00%Uz
100,0158070,0158080,00%Uz
110,0117210,011720,01%Ux
120,0107740,0107760,02%Uy
130,0106520,0106520,00%Uz
140,0106230,0106230,00%Uz
150,0105840,0105850,01%Uz
160,0105660,0105670,01%Ux
170,0098550,0098570,02%Uy
180,0098440,0098450,01%Uy
190,0097250,0097260,01%Ux
200,0091960,0091970,01%Ux
210,0066460,0066460,00%Uz
220,0062610,0062610,00%Uz
230,0042980,0042990,02%Uz
240,0042960,0042960,00%Uz

Comparison of StatiCAD and SAP2000 period values in Modal Analysis with Rigid Diaphragm

 StatiCADSAP2000Diff % 
StepNumPeriod  Dominant Direction
10,1359730,1403143,09%Uy
20,1196550,1255174,67%Ux
30,0749980,10722530,06%Uy
40,0365070,04122911,45%Ux
50,0313060,0317381,36%Ux
60,0198740,02668225,52%Uy