A comparative study of seismic response of bare, masonry infilled & braced RC framed tall structures considering the effect of softstory
| Author(s) | : | Akash M. Patel, Karuna S |
| Institution | : | Civil Engineering, The Oxford College of Engineering, Bengaluru, Karnataka, 560068 |
| Published In | : | Vol. 4, Issue 6 — June 2017 |
| Page No. | : | 305-310 |
| Domain | : | Engineering |
| Type | : | Research Paper |
| ISSN (Online) | : | 2348-4470 |
| ISSN (Print) | : | 2348-6406 |
The tall structures not only subjected to gravity load but also subjected to dynamic and wind load. If thestructures are not designed to resist the additional earthquake and wind load due to earthquake and wind, they may failcausing loss of life and property. So, it is important to provide adequate strength and stability against the lateral loadand dynamic load. In present work, the earthquake and wind response of bare, masonry and braced framed buildingswith and without soft story are studied considering various parameters. RC Buildings are analyze for earthquake loadingas per IS 1893 (Part 1): 2002. ETABS is used for modelling and analysis RC buildings.
Akash M. Patel, Karuna S, “A comparative study of seismic response of bare, masonry infilled & braced RC framed tall structures considering the effect of softstory”, International Journal of Advance Engineering and Research Development (IJAERD), Vol. 4, Issue 6, pp. 305-310, June 2017.
