Control of Seismic Pounding between Adjacent Reinforced Concrete Buildings isolated with Triple Friction Pendulum System
| Author(s) | : | Anuj Parasiya, Dr. V. R. Panchal |
| Institution | : | P. G. Student, M. S. Patel Department of Civil Engineering, CSPIT, CHARUSAT, Changa, Gujarat, (India) |
| Published In | : | Vol. 4, Issue 14 — January 2017 |
| Page No. | : | - |
| Domain | : | Engineering |
| Type | : | Research Paper |
| ISSN (Online) | : | 2348-4470 |
| ISSN (Print) | : | 2348-6406 |
The paper represents the effect of two adjacent building in terms of story displacement and required gapunder seismic effect. The methods used for analysis are Equivalent Static Analysis (ESA) and Response SpectrumAnalysis (RSA). Comparison of ESA & RSA methods has been carried out to calculate the gap required. The studycompares the story displacement and required gap of fixed base building and building isolated with Triple FrictionPendulum System. The study has been carried out for different story heights. The paper also includes the use of bracingsystem and shear wall. The paper also represents required seismic gap between two adjacent buildings to eliminate thecollision during earthquake. The methods adopted for finding required gap is Absolute Sum Method (ABS) and SquareRoot of Sum of Square (SRSS). For the analysis commercial, software ETABS has been used.
Anuj Parasiya, Dr. V. R. Panchal, “Control of Seismic Pounding between Adjacent Reinforced Concrete Buildings isolated with Triple Friction Pendulum System”, International Journal of Advance Engineering and Research Development (IJAERD), Vol. 4, Issue 14, pp. -, January 2017.
