Patel A step-by-step procedure for modeling and analysis of frame LEARNING OF ETABS SOFTWAREPrakash Siyani, Saumil Tank, Paresh V. a) Static method b) Dynamic method 5) Site specific response spectra 6) Site specific time history 7) Design under gravity and seismic load 8) Performance based design using pushover analysis 4 m 4 m 5 m 5 m X Y 5 m 5 m 4 m 4) Seismic force calculation as per IS: 1893(Part 1) - 2002. 3) Time period and Mode participation factor of building in X and Y direction. 1 Plan view of building Elevation of Building Earthquake parameters considered are: Zone: V Importance Factor 1 Medium soil, Response Reduction Factor: 5 Site Specific Time history and response spectrum: Passport Office Site Step by step procedure to learn ETABS 1) Modeling using ETABS. Columns sizes 300×450 mm Live Load 3 kN/m 2 Slab thickness 120 mm Floor Finish Load 1 kN/m 2 Concrete grade M25 Steel Fe415 Fig. Beam sizes 300×450 mm Storey Height 3.2 m. Example A plan of five storey reinforced concrete (RC) frame structure is considered for modeling and analysis using ETABS.
Subsequently an example of seismic analysis of regular frame structure and irregular frame structure are solved manually and through ETABS. Patel A step-by-step procedure for modeling and analysis of frame structure using ETABS is explained through a simple example. LEARNING OF ETABS SOFTWARE Prakash Siyani, Saumil Tank, Paresh V.
