Comparative Analysis of Displacement and Deflection in RCC Building for Different Seismic Zones |
Author(s): |
| R. S. Bute , Priyadarshini J.L. College Of Engineering; Amit Borkar, Priyadarshini J.L. College Of Engineering; Akshay Bisen, Priyadarshini J.L. College Of Engineering; Shubham Balekaramkar, Priyadarshini J.L. College Of Engineering |
Keywords: |
| STAAD-Pro, RCC Building, Seismic Zones |
Abstract |
|
The main aim of the project is to compare the earthquake resistance structure in different seismic zones by adopting parameters like displacement of column and deflection in beam by using STAAD-PRO. The structure is analysis for worst load cases. The objective of the project is to obtaining the correlation between parameters like displacement of column and deflection of beam and results of different parameters are plotted in the form of graph. The behavior of the structure according to different seismic zone was analyzed. Analysis of G+3 building by referring IS codes i.e IS: 456 : 2000, IS : 1893 (part I) : 2016, IS : 875 (part II) : 1987 and comparison between the normal load cases i.e DL, LL, EQX, EQZ. Live load are taken from IS codes. |
Other Details |
|
Paper ID: IJSRDV7I11135 Published in: Volume : 7, Issue : 1 Publication Date: 01/04/2019 Page(s): 1655-1657 |
Article Preview |
|
|
|
|
