Paper Title:
The Time History Analysis of the Frame Structure with Special-Shaped Columns Considering Torsional Component of the Earthquake
  Abstract

This paper is concerned with the study on internal forces of structure by building model in ANSYS under unidirectional seismic wave, bi-directional seismic waves and two-way and reverse seismic wave. The results revealed that the moment effect of frame structure under bi-directional seismic waves and two-way and reverse seismic wave is bigger around 30% than it under unidirectional seismic wave. And the torque accretion multiple of irregular structure is bigger around 1 than the corresponding regular structure. Therefore, we should take into account the effect of multi-dimensional seismic and the torsional effect of the irregular structure in structure design.

  Info
Periodical
Advanced Materials Research (Volumes 368-373)
Chapter
Chapter 2: Disaster Prevention and Reduction of Civil Engineering
Edited by
Qing Yang, Li Hua Zhu, Jing Jing He, Zeng Feng Yan and Rui Ren
Pages
777-780
DOI
10.4028/www.scientific.net/AMR.368-373.777
Citation
D. Q. Xu, P. Li, "The Time History Analysis of the Frame Structure with Special-Shaped Columns Considering Torsional Component of the Earthquake", Advanced Materials Research, Vols. 368-373, pp. 777-780, 2012
Online since
October 2011
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Price
$32.00
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