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Title

SIMULTANEOUS CONTROL OF SEISMIC ACCELERATION AND DISPLACEMENT IN ASYMMETRIC MULTISTORY STRUCTURES USING PASSIVE MASS DAMPER (PMD)

Pages

 Start Page 43 | End Page 50

Keywords

PASSIVE MASS DAMPER (PMD)Q2

Abstract

 It has been found that Mass Damper can reduce the maximum displacements of these structures effectively. However in many cases, it is important to reduce both displacement and acceleration simultaneously. In this paper, seismic control of one, four and eight story buildings with various TORSIONal properties are studied when different dampers at different locations are used. The reduction in maximum edge displacement and accelerations are assumed as response parameters. The results indicate that tuned mass damper is effective in SIMULTANEOUS CONTROL of acceleration and displacement and its effectiveness increases with increase in height of structure. For TORSIONally stiff buildings, the most effective cases are installing damper at both stiff and flexible edges.

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