Response of High Rise R.C. Frames with Exponential Dampers Under Seismically Activated Condition
Journal Title: IOSR Journal of Mechanical and Civil Engineering (IOSR-JMCE) - Year 2018, Vol 15, Issue 5
Abstract
When a structure is subjected to Earthquake, The seismic forces drives the structure into motion. Due to this action a significant amount of energy is induced to the structures. The means by which this energy is dissipated decides the damage level of the structures.Sometimes the structures are designed ductile so that energy is dissipated by the system’s elements by bending, twisting or degradation. If the amount of energy induced in the structure can be controlled or, if part of it can be dissipated mechanically by independent structures, the seismic response of the buildings is improved and the potential damage is greatly reduced.In this paper various models with dampers has been studied and their response has been shown.
Authors and Affiliations
Firdous Patel Anjum, Prof. L. G. Kalurkar
Keywords
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- EP ID EP438535
- DOI 10.9790/1684-1505022332.
- Views 53
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