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Vibration control of a tall building subjected to earthquake excitation

✍ Scribed by An-Pei Wang; Yung-Hing Lin


Publisher
Elsevier Science
Year
2007
Tongue
English
Weight
420 KB
Volume
299
Category
Article
ISSN
0022-460X

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πŸ“œ SIMILAR VOLUMES


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In this paper, Hamilton's principle and "nite element method are employed to formulate the new dynamic equation of a tall building subjected to earthquake excitations. A tuned-mass-damper (TMD) system is installed at the top to absorb the earthquakeinduced vibrations. First, the non-linear governing

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## Abstract For almost a decade, a 66‐storey, 280m tall building in Singapore has been instrumented to monitor its dynamic responses to wind and seismic excitations. The dynamic characteristics of the tall building have been investigated via both the finite element method and the experimental modal