THE FREE VIBRATION ANALYSIS OF THE STEEL FRAME STRUCTURE INCLUDING INFLUENCE OF CONNECTION'S FLEXIBILITY AND THE SECOND-ORDER EFFECT

Chen Gang; Chen Yu-quan; Zhou Zi-bin; Feng Yong

doi:10.13204/j.gyjz200604025

Volume 36 Issue 4

Dec. 2014

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Abstract

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Article Navigation > INDUSTRIAL CONSTRUCTION > 2006 > 36(4): 81-84

Chen Gang, Chen Yu-quan, Zhou Zi-bin, Feng Yong. THE FREE VIBRATION ANALYSIS OF THE STEEL FRAME STRUCTURE INCLUDING INFLUENCE OF CONNECTION'S FLEXIBILITY AND THE SECOND-ORDER EFFECT[J]. INDUSTRIAL CONSTRUCTION, 2006, 36(4): 81-84. doi: 10.13204/j.gyjz200604025

Citation:

Chen Gang, Chen Yu-quan, Zhou Zi-bin, Feng Yong. THE FREE VIBRATION ANALYSIS OF THE STEEL FRAME STRUCTURE INCLUDING INFLUENCE OF CONNECTION'S FLEXIBILITY AND THE SECOND-ORDER EFFECT[J]. INDUSTRIAL CONSTRUCTION, 2006, 36(4): 81-84. doi: 10.13204/j.gyjz200604025

Citation:

Chen Gang, Chen Yu-quan, Zhou Zi-bin, Feng Yong. THE FREE VIBRATION ANALYSIS OF THE STEEL FRAME STRUCTURE INCLUDING INFLUENCE OF CONNECTION'S FLEXIBILITY AND THE SECOND-ORDER EFFECT[J]. INDUSTRIAL CONSTRUCTION, 2006, 36(4): 81-84. doi: 10.13204/j.gyjz200604025

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THE FREE VIBRATION ANALYSIS OF THE STEEL FRAME STRUCTURE INCLUDING INFLUENCE OF CONNECTION'S FLEXIBILITY AND THE SECOND-ORDER EFFECT

doi: 10.13204/j.gyjz200604025

1.
1. Hangxiao Steel Structure Co.,Ltd Hangzhou 310003;
2.
2. School of Civil Engineering,Hohai University Nanjing 210009;
3.
3. No.73670Unit of PLA Nanjing 210042

Received Date: 2005-08-20
Publish Date: 2006-04-20

Abstract

Abstract

Based on the second-order analysis of elastic element stiffness matrix considering connection's flexibility and second-order effect,a finite element method is used to study free vibration of semi-rigid steel frame.Through the comparison of examples' natural frequency,different factors influencing free vibration analysis are discussed.
- semi-rigidity,
- second-order effect,
- free vibration analysis,
- natural frequency