STUDY ON TMD, SHEAR WALLED STRUCTURE FOR REDUCING EARTHQUAKE INDUCED BUILDING MOTION

Deepthi Ramesh, Sandeep Kumar D.S, Chethan Kumar B

Abstract: In present day structure as well as literature often contains and deals with the undesirable forces caused due to severe earthquake or even by wind, which may cause unpleasant motion which straight away leads to catrascopic failure of the structure in different modes of failure, it’s essential that vibration analysis to be carried out with necessary modification to eliminate vibration or at least to reduce it as much as possible, the seismic reposes can be attenuated by reducing either the excitation or the response of structure to the excitation, so in present paper an finite element software used for the computational technique to obtain approximate solution by representing physical domain problem with finite element my means of meshing which gives insight details & proposal related to seismic control device with other lateral load resisting system such as shear wall by accounting the effect of masonry infill which has been usually neglected during conventional design practice to protect high rise structural system from earthquake damage

Keywords: Optimal tune mass damper, Seismic retrofit, Energy dissipation device etc..

DOI: https://doi.org/10.15623/ijret.2015.0416003