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Influence of isolation gap size on the collapse performance of seismically base-isolated buildings

The pounding of retaining walls forms a potential risk of degrading the performance of seismically base-isolated buildings subjected to strong, especially near-fault, earthquake ground motions. Incremental dynamic analysis is employed to generate the so-called gap graph, in which two characteristic...

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Bibliographic Details
Published in:Earthquake spectra 2013-11, Vol.29 (4), p.1477-1494
Main Authors: Qu Zhe, Qu Zhe, Kishiki, Shoichi, Nakazawa, Toshiyuki
Format: Article
Language:English
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Summary:The pounding of retaining walls forms a potential risk of degrading the performance of seismically base-isolated buildings subjected to strong, especially near-fault, earthquake ground motions. Incremental dynamic analysis is employed to generate the so-called gap graph, in which two characteristic gap sizes of a base-isolated building are related with the isolation period of the building and the strength of the superstructure. The gap graph can be used to evaluate the required gap size for a base-isolated building to have certain collapse performance. By means of gap graphs, the interdependent relations of gap size with other important factors that influence the seismic performance of the base-isolated building are examined. In particular, the results show that near-fault pulse-like ground motions are likely to impose much higher demand for the isolation gap than far-field ones.
ISSN:8755-2930
1944-8201
DOI:10.1193/031912EQS097M