دورة ايتابس

    
LEARNING OF ETABS SOFTWARE

LEARNING OF ETABS SOFTWARE 
Prakash Siyani, Saumil Tank, Paresh V. Patel 
A  step-by-step  procedure  for  
modeling  and  analysis  of  fram
e  structure  using  ETABS  is  
explained through a simple example. Subsequently
 an example of seismic analysis of regular 
frame structure and irregular frame struct
ure are solved manually and through ETABS. 
Example 
A plan of five storey reinforced concrete (RC)
 frame structure is considered for modeling and 
analysis using ETABS. 
Beam sizes           300×450 
mm  
Storey Height   
3.2 m.   
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. 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 respon
se spectrum: Passport Office Site 
Step by step procedure to learn ETABS 
1)
Modeling using ETABS. 
2)
Comparison of total DL and LL.  
3)
Time period and Mode participation fact
or of building in X and Y direction. 
4)
Seismic force calculation as per IS: 1893(Part 1) - 2002. 
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 analysi
 

    
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      LEARNING OF ETABS SOFTWARE
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