A Study on Dynamic Analysis of Steel Structure with Eccentric Bracing Systems |
Author(s): |
| Praveenkumar Kattimani , VEERAPPA NISTY ENGINEERING COLLEGE SHORAPUR; Naveen Kumar Minajagi, VEERAPPA NISTY ENGINEERING COLLEGE |
Keywords: |
| Braced Frame, Hybrid Systems, Tubular Systems |
Abstract |
|
The Main Objective of this thesis is to perform an attempt to extract the following results and compare these with the bare moment resisting frame with moment resisting frame with both concentric and eccentric bracing systems, to study their response properly. Six different types of steel moment resisting frames models with two concentric and three eccentric bracings systems are done using ETABS Ver. 2013 finite element software. Analysis is done using both equivalent static and time history dynamic methods as per IS 1893-2002. From the analytical study and based on the results and discussions it concluded that, steel moment resisting frames with eccentric bracings systems are more efficient in minimizing the effect of later sway, story drift and peak displacements and acceleration. |
Other Details |
|
Paper ID: IJSRDV3I40837 Published in: Volume : 3, Issue : 4 Publication Date: 01/07/2015 Page(s): 1498-1500 |
Article Preview |
|
|
|
|
