STUDY OF DYNAMIC RESISTANCE OF RC BUILDING BY USING TUNED MASS DAMPERS

Authors

  • MUKESH K. PATEL ME (Structural Engineering) Student, Veerayatan Institute of Engineering, Mandvi-Kutch
  • BHARAT G. BHUDIYA Assistant Professor, Civil Department, Veerayatan Institute of Engineering, Mandvi-Kutch
  • AKASH V. MODI Assistant Professor, Civil Department, Merchant Engineering College, Basna, Visnagar

Keywords:

Tuned Mass Damper, Multiple Tuned Mass Dampers, Vibration Control Device, Mass Ratio, Natural Time Period, Etabs

Abstract

This paper shows that G + 26 story structures with Plan irregularity of 3 Equal height of the structure system
with and without STMD and MTMD for structural. The Design Procedure has elaborated and the storey displacement,
storey drifts, base shear, storey shear and time period will be studied with comparison of optimum position of mass.
Finally concluding remarks has been highlighted.

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Published

2018-04-25

How to Cite

MUKESH K. PATEL, BHARAT G. BHUDIYA, & AKASH V. MODI. (2018). STUDY OF DYNAMIC RESISTANCE OF RC BUILDING BY USING TUNED MASS DAMPERS. International Journal of Advance Research in Engineering, Science & Technology, 5(4), 126–137. Retrieved from https://ijarest.org/index.php/ijarest/article/view/1437

Issue

Vol. 5 No. 4 (2018): Volume: 05, Issue: 04 - April, 2018.

Section

Articles