Analysis Static & Dynamic of Structures Using Sap2000
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Transcript of Analysis Static & Dynamic of Structures Using Sap2000
Earthquake Earthquake EngineeringEngineering
Analysis of 2D Frame withAnalysis of 2D Frame with Static LoadingStatic Loading Response Spectrum Response Spectrum
LoadingLoading Time History LoadingTime History Loading
Prepared by : Prepared by : Eng / Tarik El-Eng / Tarik El-
SalakawySalakawy
1- Static Loading1- Static Loading
Prepared by : Eng / Tarik El-Prepared by : Eng / Tarik El-
salakawysalakawy
Building Building ModelModel
Prepared by : Eng / Tarik El-Prepared by : Eng / Tarik El-
salakawysalakawy
Assigning Assigning Loads & Loads & SectionsSections
Prepared by : Eng / Tarik El-Prepared by : Eng / Tarik El-
salakawysalakawy
Assigning constrains Assigning constrains (Diaphragms ) & (Diaphragms ) &
MassesMasses
Prepared by : Eng / Tarik El-Prepared by : Eng / Tarik El-
salakawysalakawy
Assigning Assigning MaterialsMaterials
Prepared by : Eng / Tarik El-Prepared by : Eng / Tarik El-
salakawysalakawy
Analysis Analysis Options & RUNOptions & RUN
Prepared by : Eng / Tarik El-Prepared by : Eng / Tarik El-
salakawysalakawy
Base Shear Base Shear
Prepared by : Eng / Tarik El-Prepared by : Eng / Tarik El-
salakawysalakawy
ResultsResults
B.M – S.F Deformed ShapeB.M – S.F Deformed Shape
Prepared by : Eng / Tarik El-Prepared by : Eng / Tarik El-
salakawysalakawy
-155.1 ton
69.15 m.t
23.05 ton
STATICSTATICAuto Lateral Auto Lateral
Loads Loads Prepared by : Eng / Tarik El-Prepared by : Eng / Tarik El-
salakawysalakawy
2- 2- Response Response Spectrum Spectrum
Prepared by : Eng / Tarik El-Prepared by : Eng / Tarik El-
salakawysalakawy
Defining Response Defining Response
Spectrum CurveSpectrum Curve
Prepared by : Eng / Tarik El-Prepared by : Eng / Tarik El-
salakawysalakawy
Scale factor = 72.5 / 9.0039 = 8.0521
Scaling of Response Scaling of Response
Spectrum CurveSpectrum Curve
Prepared by : Eng / Tarik El-Prepared by : Eng / Tarik El-
salakawysalakawy
ResultsResults
B.M – S.F Deformed ShapeB.M – S.F Deformed Shape
Prepared by : Eng / Tarik El-Prepared by : Eng / Tarik El-
salakawysalakawy
23.05 ton
65.7
m.t
-144.2 ton
Check forCheck for
“ “ Model Participating Model Participating
Mass Ratio “Mass Ratio “
Prepared by : Eng / Tarik El-Prepared by : Eng / Tarik El-
salakawysalakawy
5 modes only5 modes only
7 modes 7 modes
3- Time 3- Time History History
LoadingsLoadings Prepared by : Eng / Tarik El-Prepared by : Eng / Tarik El-
salakawysalakawy
Defining Time Defining Time History History
FunctionFunction
Prepared by : Eng / Tarik El-Prepared by : Eng / Tarik El-
salakawysalakawy
Scaling of Scaling of Response Time Response Time
History History
FunctionFunction Prepared by : Eng / Tarik El-Prepared by : Eng / Tarik El-
salakawysalakawy
Scaling factor = (72.5 / 647.6936) = 0.111936
ResultsResults
B.M – S.F Deformed ShapeB.M – S.F Deformed Shape
Prepared by : Eng / Tarik El-Prepared by : Eng / Tarik El-
salakawysalakawy
Communication with Communication with Results Results
Prepared by : Eng / Tarik El-Prepared by : Eng / Tarik El-
salakawysalakawy
Plotting Response Plotting Response Spectrum Curve Spectrum Curve from the Results from the Results of Time History of Time History
Analysis Analysis Prepared by : Eng / Tarik El-Prepared by : Eng / Tarik El-
salakawysalakawy
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