Seismic Analysis of Steel Buildings Equipped with Buckling Restrained Braces
Author(s):
Akhila Devi A , St. Joseph college of Engineering; Mariamol Kuriakose, St. Joseph college of Engineering
Keywords:
Buckling restrained brace, Displacement, Base shear, Core length
Abstract:
A bare steel structure will undergo large lateral displacement and sudden failures during an earthquake. Hence to control this buckling restrained bracing system in the structure is incorporated. In this study time history analysis was conducted on an 18 storied steel building under EL Centro earthquake in E-Tabs software. The storey response parameters used are storey displacement, base shear to find the best location, effective configuration, best core length. Based on the study a location, configuration, and best yield core length which is more economical is selected and its structural seismic performance was evaluated.
Other Details:
| Manuscript Id | : | IJSTEV3I10211
|
| Published in | : | Volume : 3, Issue : 10
|
| Publication Date | : | 01/05/2017
|
| Page(s) | : | 556-559
|
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