Paper Title:
Nonlinear Seismic Response of Special-Shaped Column Frame Structures
  Abstract

The spatial analysis model of special-shaped column frame structure is established in ANSYS. The nonlinear dynamic analysis is carried out for the structure by inputting ground motions in one direction. The seismic performance of the structure under rare seismic actions was examined and whether the structure achieved the predetermined seismic aims is evaluated. The results indicates that the structure which under the 8-degree zone designed according to the codes can achieve the predetermined seismic aims under the rarely occurred earthquake actions.

  Info
Periodical
Advanced Materials Research (Volumes 163-167)
Edited by
Lijuan Li
Pages
1222-1225
DOI
10.4028/www.scientific.net/AMR.163-167.1222
Citation
X. B. Han, C. S. Bao, Y. Gao, J. M. Bian, "Nonlinear Seismic Response of Special-Shaped Column Frame Structures", Advanced Materials Research, Vols. 163-167, pp. 1222-1225, 2011
Online since
December 2010
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Price
$32.00
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