Seismic Response of the Asymmetric Structure Isolated by the Friction Sliding Bearings

Abstract:

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The seismic response of the asymmetric structure isolated by the friction sliding bearings is carried out. The eccentricity and the torsional stiffness of superstructure are taken into account. The eccentricity and the torsional stiffness of the superstructure have less effect on the horizontal response of the base-isolated structure, but these have significant impact on the displacement at the corner of the superstructure and the rotational response of the structure.

Info:

Periodical:

Advanced Materials Research (Volumes 163-167)

Edited by:

Lijuan Li

Pages:

4218-4221

DOI:

10.4028/www.scientific.net/AMR.163-167.4218

Citation:

J. Q. Wang et al., "Seismic Response of the Asymmetric Structure Isolated by the Friction Sliding Bearings", Advanced Materials Research, Vols. 163-167, pp. 4218-4221, 2011

Online since:

December 2010

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Price:

$35.00

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