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Comparison between Etabs and Sap2000
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Comparison between Etabs and Sap2000
1.
Structural analysis
of an office building Enache Ovidiu Stefan
2.
STRUCTURAL MODEL
SAP2000 model ETABS model
3.
4.
ramp
15 cm
5.
girders
55x25 cm
6.
slab
15 cm
7.
shear walls
20 cm, 25 cm
8.
9.
live
load - 4000 N/m2
10.
wind
load
11.
snow
load - 2000 N/m2
12.
seismic load
- time history - Santa Monica earthquakeLoads Loads combination acc. to CR0-2005
13.
Modal analysis
14.
Modal analysis
15.
Modal analysis
16.
ETABS results
SAP2000 results
17.
Seismic analysis
Santa Monica earthquake direction x direction y relative level displacements
18.
19.
Girder analysis
20.
Walls analysis
21.
Stairs ramp analysis
22.
23.
Slab analysis
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