Paper Title :Optimization of Tuned Mass Damper in Multistoried Buildings
Author :Dinakara Akarsh P., Ronghe G.N.
Article Citation :Dinakara Akarsh P. ,Ronghe G.N. ,
(2016 ) " Optimization of Tuned Mass Damper in Multistoried Buildings " ,
International Journal of Advances in Mechanical and Civil Engineering (IJAMCE) ,
pp. 94-99,
Volume-3,Issue-4
Abstract : Need for taller structures in real estate industry are increasing day by day around all over the world. These structures
are made flexible and constructed as light as possible in order to minimize the seismic weight (being inertia force, seismic force
is dependent on total weight) which have low value of damping which makes them vulnerable to unwanted vibration. This
vibration creates problem with serviceability requirement of the structure and also reduce structural integrity which results in
possibilities of failure. Due to rapid development in construction industry, the new innovations in structural systems are being
used to reduce wind and earthquake induced structural vibration. Now-a-days several techniques are available to minimize the
vibration of the structure. One of them is TMD (Tuned Mass Damper). The concept of using TMD as vibration controller is an
efficient and economic method. The application of tuned-mass dampers (TMD) is effective in improving the dynamic
performance of structures. A TMD consists of a relatively small mass and stiffness which is attached to the main structure. The
frequency is tuned in regard to the disturbing natural period of the system. The main structure usually possesses little damping
and hence, it is easily excited by wind and earthquakes. A TMD is equipped with viscous dampers as they control the relative
motion between main structure and the TMD. Additionally the viscous damping spreads the operation frequency band of the
TMD and thus, the operation of the TMD becomes more stable in regard to frequency changes. In this paper, a numerical study
is carried out to know the performance of TMD for both short period and long period structures under real time history
earthquakes.
Index Terms- Dynamic performance, optimization of tuned mass damper, Passive control system, Structural Control, Seismic
Behavior, Vibration, Tuned Mass Damper
Type : Research paper
Published : Volume-3,Issue-4
DOIONLINE NO - IJAMCE-IRAJ-DOIONLINE-5402
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Published on 2016-09-16 |
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