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

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salakawysalakawy

Assigning constrains Assigning constrains (Diaphragms ) & (Diaphragms ) &

MassesMasses

Prepared by : Eng / Tarik El-Prepared by : Eng / Tarik El-

salakawysalakawy

Assigning Assigning MaterialsMaterials

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salakawysalakawy

Analysis Analysis Options & RUNOptions & RUN

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salakawysalakawy

Base Shear Base Shear

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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

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salakawysalakawy

Defining Response Defining Response

Spectrum CurveSpectrum Curve

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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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