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Comparison between Etabs and Sap2000

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Formation
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Structural analysis of an office building Enache Ovidiu Stefan
STRUCTURAL MODEL SAP2000 model ETABS model
Building data ,[object Object]
ramp 15 cm
girders 55x25 cm
slab 15 cm
shear walls 20 cm, 25 cm
curtain wall 8 mm ,[object Object]
live load - 4000 N/m2
wind load
snow load - 2000 N/m2
seismic load - time history - Santa Monica earthquakeLoads Loads combination acc. to CR0-2005
Modal analysis
Modal analysis
Modal analysis
ETABS results SAP2000 results
Seismic analysis Santa Monica earthquake direction x direction y relative level displacements

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Comparison between Etabs and Sap2000