1. Structural analysis of an office building Enache Ovidiu Stefan

2. STRUCTURAL MODEL SAP2000 model ETABS model

4. ramp 15 cm

5. girders 55x25 cm

6. slab 15 cm

7. shear walls 20 cm, 25 cm

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

19. Girder analysis

20. Walls analysis

21. Stairs ramp analysis

23. Slab analysis