This paper is published in Volume-3, Issue-5, 2017
Area
Structural Analysis
Author
Prashant Borge, Abhijeet A. Galatage, Dr. Sumant K. Kulkarni
Org/Univ
Flora Institute of Technology, Pune, Maharashtra, India
Pub. Date
14 September, 2017
Paper ID
V3I5-1161
Publisher
Keywords
Chamfered Building, Tuned Mass Damper, MTMD, Skyscraper, Natural Time Period, Coefficient of Drag.

Citationsacebook

IEEE
Prashant Borge, Abhijeet A. Galatage, Dr. Sumant K. Kulkarni. Wind Excitation Control in Skyscraper, International Journal of Advance Research, Ideas and Innovations in Technology, www.IJARIIT.com.

APA
Prashant Borge, Abhijeet A. Galatage, Dr. Sumant K. Kulkarni (2017). Wind Excitation Control in Skyscraper. International Journal of Advance Research, Ideas and Innovations in Technology, 3(5) www.IJARIIT.com.

MLA
Prashant Borge, Abhijeet A. Galatage, Dr. Sumant K. Kulkarni. "Wind Excitation Control in Skyscraper." International Journal of Advance Research, Ideas and Innovations in Technology 3.5 (2017). www.IJARIIT.com.

Abstract

In skyscraper structure vibration produces because of wind intensity. This wind intensity transferred into dynamic load which cause the structure and along its connected portion structure create problem. The type of high rise structure mass create huge problem in the height increases, but the modified shape as well as some passive energy control system reducing lateral load on the structure. The effect modified shape of structure with great height analyses for along, across direction and twisting of structure in Etab. Base on the analysis results, it has been concluded that effect of tune mass damper intermediate stories play significant role to decreases the natural frequency and lateral displacement in skyscraper.
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