EARTH QUAKE STATIC (UBC 97)

• Define> load. All EQS ¬, EQY

Quake (UBC 97).

Select EQS, modify select,

Global X, soil profile =SD.

Seismic zone = 0.2, Ct=0.03, R=5.5.

Select EQY , modify select. Global Y, soil profile =SD.

Seismic Zone = 0.2, Ct=0.03, R=5.5.

• Define > add default combo. Select concrete, convert.
• Do UST of process for structure analysis.

After analysis:

• Display>deformed shape, select model, run animation and change the model.