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Research Summary of Vibration Reducing Performance for Infilled Wall
Abstract:
Infilled wall is always regarded as a nonload bearing element, its energy-dissipation capacity and impact for the frame structure under earthquake have not been taken seriously. In this paper the function of infilled wall for frame structure was discussed, energy-dissipation capacity of different measures were analysed and compared from the point of passive control theory. This paper provides the reference for the further research of filler wall.
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1545-1550
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Online since:
July 2014
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© 2014 Trans Tech Publications Ltd. All Rights Reserved
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