DYNAMIC ANALYSIS OF A TALL BUILDING WITH
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A.-P. WANG; R.-F. FUNG; S.-C. HUANG
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Article
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2001
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Elsevier Science
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English
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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