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Software Verification Examples for SCADA Pro
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Assumptions
During analysis, shear deformations are neglected. Section properties are recovered from the
cross section library of ScadaPro and are presented in Tables 2.5.1, 2.5.2 and 2.5.3.
Table 2.5.1. Section Properties of Concrete Square Cross Section bxh=50cmx50cm.
2
0.25
A m
=
2 4
0.5208 10
y
I
x m
−
=
2 4
0.8787 10
x
I
x m
−
=
2 4
0.5208 10
z
I
x m
−
=
Table 2.5.2. Section Properties of Rectangular Cross-Section bxh=30cmx60cm.
2
0.18
A m
=
2 4
0.5400 10
y
I
x m
−
=
2 4
0.3708 10
x
I
x m
−
=
2 4
0.1350 10
z
I
x m
−
=
Table 2.5.3. Section Properties of Strip Footing (30cmx100cmx100cmx50cm ).
2
0.65
A m
=
4
0.04279
y
I
m
=
4
0.03143
x
I
m
=
4
0.04239
z
I
m
=
Technical Features in ScadaPro Tested
Three – dimensional dynamic analysis of beam elements
Rigid Length Offsets
Eigenmodes – Eigenvalues
Elastic Support
Rigid diaphragms
Results Comparison
Modal Periods and Frequencies are compared in the following Table 2.5.4 and Figures
2.5.2- 2.5.5.
Table 2.5.4. Comparison of Results for Vertical Displacements.
Eigenperiods (sec)
ScadaPro
Sap2000
Etabs
without
diaphragm
with
diaphragm
without
diaphragm
with
diaphragm
without
diaphragm
with
diaphragm
1
st
Mode
0.244
0.238
0.248
0.243
0.240
0.235
2
st
Mode
0.230
0.230
0.234
0.234.
0.226
0.225
3
st
Mode
0.204
0.189
0.209
0.199
0.203
0.189
4
st
Mode
0.164
0.092
0.167
0.095
0.161
0.092