Paper Title:
Dynamic Analysis of Large Steel Structure Truss System
  Abstract

The deformation of the large steel structure truss system, which was subjected to constant loads, variable loads and wind loads, was calculated by using the 3D3S steel structure analysis program. The periods and the vibration mode from the first to the ninth order of the structure were obtained by the earthquake vibration mode period analysis. The dynamic computation of the structure showed that the period difference of the vibration modes is small. The frequencies and the modes of vibration from the first to the ninth order of the same structure mode were calculated by using the ANSYS finite element program. The frequencies and the modes of vibration from the first to the ninth order of the building were obtained by the dynamic analysis of the structure. The dynamic computation of the structure shows that the frequencies difference of the vibration modes is small. The vibration instability is possible for the structure.

  Info
Periodical
Chapter
Chapter 2: Simulation and Engineering Optimization
Edited by
Di Zheng, Yiqiang Wang, Yi-Min Deng, Aibing Yu and Weihua Li
Pages
387-391
DOI
10.4028/www.scientific.net/AMM.101-102.387
Citation
C. Q. Wu, F. Wang, S. Y. Wang, "Dynamic Analysis of Large Steel Structure Truss System", Applied Mechanics and Materials, Vols. 101-102, pp. 387-391, 2012
Online since
September 2011
Export
Price
$32.00
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