EISMIC ANALYSIS OF MULTI-STOREY RCC BUILDING AND STEEL BUILDING USING ETABS
| Author(s) | : | Amit Singh, Himank Ghulyani |
| Institution | : | Assistant Professor, Indus University |
| Published In | : | Vol. 4, Issue 7 — July 2017 |
| Page No. | : | 260-265 |
| Domain | : | Engineering |
| Type | : | Research Paper |
| ISSN (Online) | : | 2348-4470 |
| ISSN (Print) | : | 2348-6406 |
The present Study is aims to evaluate the seismic response of the multistory building made up of differentmaterial, i.e. Concrete and Steel so that one can choose best alternative which has good seismic performance as well aseconomy. To show importance of effect of infill masonry wall modeling is done with and without considering stiffness ofinfill wall. Equivalent Static Method of Analysis is used. For modeling of Steel and R.C.C. structures, ETABS software isused and the results are compared; and it is found that RCC building has more seismic weight, brick infill walls presentin the building reduces the structural drift but increases the strength, which ensures good seismic behavior and giveseconomical structural design. Stiff structures attracts the more seismic force but have performed better during pastearthquake Usually infill is provided in structures and thus RCC building will be more stiffer than Steel building andtherefore RCC structure is one of the best options for construction of multistory building as well as for earthquakeresistant structure.
Amit Singh, Himank Ghulyani, “EISMIC ANALYSIS OF MULTI-STOREY RCC BUILDING AND STEEL BUILDING USING ETABS”, International Journal of Advance Engineering and Research Development (IJAERD), Vol. 4, Issue 7, pp. 260-265, July 2017.
