Study of Diaphragm Irregular Steel Building using Eccentric Bracing
| Author(s) | : | Jigar Bhatti, Chirag Odedra |
| Institution | : | P.G. Student, Department of Structural Engineering, Parul University, Vadodara, Gujarat, India |
| Published In | : | Vol. 4, Issue 6 — June 2017 |
| Page No. | : | 75-78 |
| Domain | : | Engineering |
| Type | : | Research Paper |
| ISSN (Online) | : | 2348-4470 |
| ISSN (Print) | : | 2348-6406 |
In the earthquake resistant design, the building has to go on its base at regular motion, causing the inertiaforce in the building, resulting in constant stress. India has experienced the number of earthquakes that cause majordamage to the residential and industrial structure. For earthquake-resistant design the general building should be ableto break minor, medium, shaking. Under the circumstances of the building, simple shape configurations transfer theearthquake force in the straight path to the construction base, whereas the load of transferring the load in a complexshape is indirect, causing tension in the corner. In this study, structure with diaphragm irregularity is taken and thatstructure is analyzed with dynamic analysis method Response Spectrum using ETABs software. The analysis was done toobtain that which location of bracing is appropriate for diaphragm irregular structure using different types of bracingsystem provided eccentrically.
Jigar Bhatti, Chirag Odedra, “Study of Diaphragm Irregular Steel Building using Eccentric Bracing”, International Journal of Advance Engineering and Research Development (IJAERD), Vol. 4, Issue 6, pp. 75-78, June 2017.
