EFFECT OF MULTI-SUPPORT EXCITATION ON SEISMIC BEHAVIOR OF TFPS-ISOLATED CABLE STAYED BRIDGE
| Author(s) | : | Vivek ka.patel, Dr. V. R. Panchal, Dr. D. P. Soni |
| 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 |
The seismic response of cable stayed bridge isolated with Triple Friction Pendulum System (TFPS) isinvestigated under multi-support excitation using SAP2000. Dynamic response of bridge is executed by the non-lineartime history method. Predominantly, isolation mechanisms are placed under the deck & abutment of cable stayed bridgebut in this study isolation mechanism are placed under pylon & abutment. Analysis result shows that base shear andacceleration are decreased whereas displacement is increased in TFPS-isolated bridge with multi-support excitation ascompared to TFPS-isolated bridge without multi-support excitation.
Vivek ka.patel, Dr. V. R. Panchal, Dr. D. P. Soni, “EFFECT OF MULTI-SUPPORT EXCITATION ON SEISMIC BEHAVIOR OF TFPS-ISOLATED CABLE STAYED BRIDGE”, International Journal of Advance Engineering and Research Development (IJAERD), Vol. 4, Issue 13, pp. -, January 2017.
