Shetty, Kiran Kumar and Nayak, Gopinath and Dhanalakshmi, . (2015) The effect of damping ratio of the dampers on the effectiveness of MTMD in suppressing the response of multi - storey space frame structure. In: 4th World Conference on Applied Sciences, Engineering & Technology, 24-26 October 2015, Kumamoto University, Japan.
![]() |
PDF
236.pdf - Published Version Restricted to Registered users only Download (534kB) | Request a copy |
Abstract
The Dynamic response of a multi-storey asymmetrical space frame structure having six degrees of freedom (three translations along x, y, z – axes and three rotations about these axes) at each node, with multiple tuned mass dampers (MTMD) on its top is studied. MTMD with uniformly distributed frequencies are considered for this purpose. The effect of damping ratio of the dampers on the effectiveness of MTMD is also studied. It is found that the MTMD are more effective than a single TMD in reducing the translation and rotational response of multi-storey asymmetrical space frame structure. It is also observed that there exists an optimum value of damping ratio of the damper at which the response of the structure becomes minimum for both single TMD and MTMD.
Item Type: | Conference or Workshop Item (Paper) |
---|---|
Uncontrolled Keywords: | Tuned Mass Damper (TMD), Multiple Tuned Mass Damper (MTMD), Multi-storey Asymmetrical Space Frame Structure, Damping Ratio |
Subjects: | Engineering > MIT Manipal > Civil Engineering |
Depositing User: | MIT Library |
Date Deposited: | 14 Jul 2016 09:43 |
Last Modified: | 14 Jul 2016 09:43 |
URI: | http://eprints.manipal.edu/id/eprint/146576 |
Actions (login required)
![]() |
View Item |