Paper Title:
Seismic Response of the Asymmetric Structure Isolated by the Friction Sliding Bearings
  Abstract

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, Y. G. Ding, D. W. Li, "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
$32.00
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