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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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