Passive motion control of super tall buildings : tuned mass and viscous dampers in Taipei 101.

Thesis (M. Eng.)--Massachusetts Institute of Technology, Dept. of Civil and Environmental Engineering, 2009.

Bibliographic Details
Main Author: Gong, Zheng Li
Other Authors: Jerome J. Connor.
Format: Thesis
Language:eng
Published: Massachusetts Institute of Technology 2010
Subjects:
Online Access:http://hdl.handle.net/1721.1/51575
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author Gong, Zheng Li
author2 Jerome J. Connor.
author_facet Jerome J. Connor.
Gong, Zheng Li
author_sort Gong, Zheng Li
collection MIT
description Thesis (M. Eng.)--Massachusetts Institute of Technology, Dept. of Civil and Environmental Engineering, 2009.
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spelling mit-1721.1/515752019-04-10T12:45:21Z Passive motion control of super tall buildings : tuned mass and viscous dampers in Taipei 101. Gong, Zheng Li Jerome J. Connor. Massachusetts Institute of Technology. Dept. of Civil and Environmental Engineering. Massachusetts Institute of Technology. Dept. of Civil and Environmental Engineering. Civil and Environmental Engineering. Thesis (M. Eng.)--Massachusetts Institute of Technology, Dept. of Civil and Environmental Engineering, 2009. Includes bibliographical references (leaves 50-51). As tall buildings keep becoming taller, they become more susceptible to dynamic excitations such as wind and seismic excitations. One way to reduce structural vibration under dynamic excitations is by placing damping devices in the buildings. In this thesis, the design concept, design procedure and some current applications of tuned mass and viscous dampers are discussed. Taipei101 was used as an example to compare the performance of the two damping schemes. It was modeled in a two-dimensional scheme in SAP2000 and a TMD was placed on its top to study its effect on the structural response due to wind and seismic excitations and confirm with the actual results. A sensitivity study was then performed to study the effect of varying the mass ratio on the structural response. A second TMD was then placed at the location where the maximum deflection occurs for the second mode to evaluate its effectiveness in reducing structural response. Finally, twelve viscous dampers were placed in the model to study their effects on the structural response. Time-history and steady-state analysis in SAP2000 were used for the wind and seismic analyses. M.Eng. 2010-02-09T16:46:53Z 2010-02-09T16:46:53Z 2009 2009 Thesis http://hdl.handle.net/1721.1/51575 491293432 eng M.I.T. theses are protected by copyright. They may be viewed from this source for any purpose, but reproduction or distribution in any format is prohibited without written permission. See provided URL for inquiries about permission. http://dspace.mit.edu/handle/1721.1/7582 51, [11] leaves application/pdf Massachusetts Institute of Technology
spellingShingle Civil and Environmental Engineering.
Gong, Zheng Li
Passive motion control of super tall buildings : tuned mass and viscous dampers in Taipei 101.
title Passive motion control of super tall buildings : tuned mass and viscous dampers in Taipei 101.
title_full Passive motion control of super tall buildings : tuned mass and viscous dampers in Taipei 101.
title_fullStr Passive motion control of super tall buildings : tuned mass and viscous dampers in Taipei 101.
title_full_unstemmed Passive motion control of super tall buildings : tuned mass and viscous dampers in Taipei 101.
title_short Passive motion control of super tall buildings : tuned mass and viscous dampers in Taipei 101.
title_sort passive motion control of super tall buildings tuned mass and viscous dampers in taipei 101
topic Civil and Environmental Engineering.
url http://hdl.handle.net/1721.1/51575
work_keys_str_mv AT gongzhengli passivemotioncontrolofsupertallbuildingstunedmassandviscousdampersintaipei101