EFFECTS OF STAIRCASE ON THE SEISMIC PERFORMANCE OF RCC FRAME BUILDINGS
| Author(s) | : | Pratik Deshmukh, M.A. Banarase |
| Institution | : | P.G. Scholar PRMIT&R, Badnera, Amravati, Maharashtra, India |
| Published In | : | Vol. 4, Issue 4 — April 2017 |
| Page No. | : | 1000-1018 |
| Domain | : | Engineering |
| Type | : | Research Paper |
| ISSN (Online) | : | 2348-4470 |
| ISSN (Print) | : | 2348-6406 |
In the present paper, the effects of staircase on the seismic performance of the RCC frame buildings ofdifferent heights and different plans have been studied. Generally, the stair model is not included in the analysis of RCframe buildings. Due to the rigidity of inclined slab and of short columns around staircase, beams and columns are oftencharacterized by a high seismic demand. The identification of the weakest elements of the structure, the failure typeconsidering the presence of the stairs, and their contribution in the non linear performance of RC frame buildings aresome of the areas on which the present paper has presented. For analysis and design, Etab v.9 has been used.Performances of both categories of the buildings have been evaluated through Response Spectrum Method.
Pratik Deshmukh, M.A. Banarase, “EFFECTS OF STAIRCASE ON THE SEISMIC PERFORMANCE OF RCC FRAME BUILDINGS”, International Journal of Advance Engineering and Research Development (IJAERD), Vol. 4, Issue 4, pp. 1000-1018, April 2017.
