| Criteria |
Model |
Analysis Result-Time period |
Conclusion |
|
| Effect of Stiffness on Time period |
Building-E (10 Storey with different column size) |
1.776 seconds |
While comparing the model with time period for the varying column sizes,in top floor the column sizes rduced which will reduce the mass in the top floor will directly reduces the displacement |
|
| Building-F (10 Storey with similar column size) |
1.73 seconds |
|
| Building-G (25 Storey with different column size) |
4.17 seconds |
|
| Building-H (25 Storey with similar column size) |
4.417 seconds |
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| Effect of mass on time period |
Building-H (25 Storey with 3KN/sq.m) |
4.417 seconds |
Variation of the mass for the same height increases the time period of the vibration |
|
| Building-I (25 Storey with 3.3KN/sq.m) |
4.426 seconds |
|
| Building-K (25 Storey with 3.6KN/sq.m) |
4.436 seconds |
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| Effect of building height on time period |
Building-A (25 Storey) |
0.496 seconds |
Increase of the height icreases the time period of the system due to the vertical cantilever behaviour of building while lateral force acting |
|
| Building-B (55 Storey) |
1.029 seconds |
|
| Building-F (10 Storey) |
1.73 seconds |
|
| Building-H (25 Storey) |
4.417 seconds |
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| Criteria |
Model |
Cases |
Analysis Result |
Conclusion |
| Effect of flexural stiffness of structural Elements on mode shapes |
Building -B |
Flexural Stiffness of beam considered as nil( Inrtia-0) |
2.6 seconds |
Neglecting the stiffness of the beam the system becames more flexible |
| Full Flexural Stiffness of beam( Regular) |
1.029 seconds |
| |
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|
| Criteria |
Model |
Cases |
Analysis Result |
Conclusion |
| Effect of Axial stiffness of structural Elements on mode shapes |
Building -H |
Axial Stiffness of beam considered as nil( Inrtia-0) |
5.99 seconds |
Axial stiffness play minor role in mode shapes, since it is based only on vertical vibration not depend on horizontal/lateral forces. |
| Full Axial Stiffness of beam( Regular) |
4.989 seconds |
| |
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| Criteria |
Model |
Cases |
Analysis Result |
Conclusion |
| Effect of Degree of fixity at column base on mode shapes |
Building -B |
Column Supports pinned (Regular) |
1.029 seconds |
More the fixity lesser the deflection |
| Column Supports fixed |
0.935 seconds |