SEISMIC RESPONSE OF BUILDING ISOLATED WITH TFPS UNDER TRIAXIAL EARTHQUAKE GROUND MOTIONS
| Author(s) | : | Sahdev V. Chauhan, Dr. V. R. Panchal, Ankit J. Wankawala |
| Institution | : | P. G. Student, M. S. Patel Department of Civil Engineering, CSPIT, CHARUSAT, Changa, Gujarat, (India) |
| Published In | : | Vol. 4, Issue 13 — January 2017 |
| Page No. | : | - |
| Domain | : | Engineering |
| Type | : | Research Paper |
| ISSN (Online) | : | 2348-4470 |
| ISSN (Print) | : | 2348-6406 |
Base isolation is widely accepted seismic protection system used in building. The main objective of this studyis to evaluate seismic response of building under triaxial earthquake ground motions. In present study, TFPS isolationsystem is applied at the base of column in G+10 storey RC building. Non-linear time history analysis is carried out forunilateral, bilateral and triaxial earthquake ground motions. The behavior of building under unilateral, bilateral andtriaxial earthquake ground motions are analyzed using SAP2000. Result of base shear, top storey displacement, bearingdisplacement, top storey acceleration and hysteresis behavior are compared after analysis.
Sahdev V. Chauhan, Dr. V. R. Panchal, Ankit J. Wankawala, “SEISMIC RESPONSE OF BUILDING ISOLATED WITH TFPS UNDER TRIAXIAL EARTHQUAKE GROUND MOTIONS”, International Journal of Advance Engineering and Research Development (IJAERD), Vol. 4, Issue 13, pp. -, January 2017.
