Seismic Analysis of High Rise Building with Lateral Stiffening System using SAP2000
| Author(s) | : | Ayush Khajuria, Susanta Kr. Sethy, Mukesh Dubey, Ashish Yadav |
| Institution | : | Research scholar, M.TechStructural Engineering WithSpl. In Offshore Structures, University Of Petroleum & Energy Studies, Dehradun-248001, India |
| Published In | : | Vol. 4, Issue 12 — December 2017 |
| Page No. | : | 696-701 |
| Domain | : | Engineering |
| Type | : | Research Paper |
| ISSN (Online) | : | 2348-4470 |
| ISSN (Print) | : | 2348-6406 |
This study aims to analyze the high-rise structure to ground motion, as many of the important Indian citiesfall under high risk seismic zones, hence proper designing and strengthening of structure for lateral forces is required toincrease seismic property of structure. Different models of building are made like bare frame, brace frame and shear wallframe structure are considered in SAP 2000 and change in the storey drifts, base shear and top-storey deflection of thebuilding is observed and compared. This work summarizes the results of a series of analysis on various models which aredevoted to assess peculiar aspects in the seismic response of high-rise building prototypes with bracing and shear wall weredesigned in accordance with Indian rules.
Ayush Khajuria, Susanta Kr. Sethy, Mukesh Dubey, Ashish Yadav, “Seismic Analysis of High Rise Building with Lateral Stiffening System using SAP2000”, International Journal of Advance Engineering and Research Development (IJAERD), Vol. 4, Issue 12, pp. 696-701, December 2017.
