Paper Title:
Structural Time History Response Analysis of Bidirectional Seismic Input
  Abstract

In this paper, 6 eccentric structural models are selected as examples, a great many elastic earthquake response analyses are carried out. The biggest action effect which an earthquake brings about when acting in one direction along certain angle is found out, and is defined as a normal value. Simultaneously, the present two commonly used methods using bidirectional horizontal earthquake input, with identical horizontal component earthquake waves, are used to calculate effect value. The results are compared, and they indicate that it's suitable for the proportion of the two component earthquake acceleration peak values to be adjusted to 1:0.3,when carrying out the bidirectional horizontal earthquake input with the same earthquake wave.

  Info
Periodical
Chapter
Chapter 5: Structural Materials
Edited by
Linli Xu, Wenya Tian and Elwin Mao
Pages
485-489
DOI
10.4028/www.scientific.net/AMM.80-81.485
Citation
Y. S. Bai, J. J. Sun, G. L. Xu, Y. C. Liu, "Structural Time History Response Analysis of Bidirectional Seismic Input", Applied Mechanics and Materials, Vols. 80-81, pp. 485-489, 2011
Online since
July 2011
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Price
$32.00
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