Paper Title:
Seismic Behavior of Shifang Telecom Building under Conventional Earthquakes
  Abstract

To study the seismic behavior under conventional earthquakes, according to a case of Shifang Telecom Building (STB) under 5.12 earthquake, this paper makes the computation of internal force and deformation of structure; then compares the seismic behavior of two different models with spectrum analysis and time-history analysis. The conclusion shows that STB can approximately meet requirements for fortification against seismic impact under conventional earthquakes; the steel tower on top can amplify the seismic effect indeed and the weakness of numerical simulation tallies with the reality.

  Info
Periodical
Advanced Materials Research (Volumes 163-167)
Edited by
Lijuan Li
Pages
4227-4231
DOI
10.4028/www.scientific.net/AMR.163-167.4227
Citation
X. Hu, Y. T. Gao, "Seismic Behavior of Shifang Telecom Building under Conventional Earthquakes", Advanced Materials Research, Vols. 163-167, pp. 4227-4231, 2011
Online since
December 2010
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Price
$32.00
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