Dynamic Analysis of Large Steel Structure Truss System

Chu Qun Wu; Fan Wang; Shao Yong Wang

doi:10.4028/www.scientific.net/AMM.101-102.387

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HomeApplied Mechanics and MaterialsApplied Mechanics and Materials Vols. 101-102Dynamic Analysis of Large Steel Structure Truss...

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.

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Periodical:

Applied Mechanics and Materials (Volumes 101-102)

Pages:

387-391

DOI:

https://doi.org/10.4028/www.scientific.net/AMM.101-102.387

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Online since:

September 2011

Authors:

Chu Qun Wu, Fan Wang, Shao Yong Wang

Keywords:

Dynamic Analysis, Earthquake Vibration Mode Period Analysis, Steel Structure Truss System, Vibration Mode

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References

[1] The Ministry of Construction of China: Code for Design of Steel Structures (50017- 2003) (China Planning Press, China 2003).

Google Scholar

[2] The Ministry of Construction of China: Load Code for The Design of Building Structures (GB 50009- 2001) (China Architecture and Building Press, China 2006).

Google Scholar

[3] R.H. Liu, W. Zhang, F. Wang, J.C. Xu and B.F. Guo: Journal of South China University of Technology (Natural Science Edition), Vol. 33 (2003), pp.7-9. (in Chinese).

Google Scholar

[4] Q.X. He, M.Y. Gao, R. Zhang, Y.F. Xu and Z.Y. Shen: Structural Engineer, Vol. 21 (2005) No. 6, pp.81-84.

Google Scholar

[5] X.Q. Luo, Z.Q. Wang, and Q.L. Zhang: Computer Aided Engineering, Vol. 16 (2005) No. 3, pp.1-5(in Chinese).

Google Scholar

[6] Shanghai Tonglei Civil Engineering Technology Co., Ltd: 3D3S Steel Structure Design Software (V10) (Shanghai Tonglei Civil Engineering Technology Co., Ltd, China 2009).

DOI: 10.52547/vacres.8.1.60

Google Scholar

[7] R. Wang: Gansu Science and Technology, Vol. 27 (2011) No. 4, pp.57-58. (in Chinese).

Google Scholar