Influence of Different Earthquake Excitations on Dynamic Stability of Single-Story Steel Frame

Ying Chun Liu; Wen Fu Zhang; Jing Ji; Juan Du; Ya Wen Ren

doi:10.4028/www.scientific.net/AMM.353-356.2134

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HomeApplied Mechanics and MaterialsApplied Mechanics and Materials Vols. 353-356Influence of Different Earthquake Excitations on...

Influence of Different Earthquake Excitations on Dynamic Stability of Single-Story Steel Frame

Abstract:

Dynamic stability analysis of twelve single-story steel frame structures is analyzed based upon the finite element method. The influence of different earthquake excitations on dynamic stability of single-story frame is studied. Time history curves of displacement, hysteretic curves of restoring force, phase plane trajectory curves have been obtained. The results indicate that the ultimate displacements of frames when structures collapse are almost identical and ultimate displacements are independent of earthquake excitations.

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Periodical:

Applied Mechanics and Materials (Volumes 353-356)

Pages:

2134-2137

DOI:

https://doi.org/10.4028/www.scientific.net/AMM.353-356.2134

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Online since:

August 2013

Authors:

Ying Chun Liu*, Wen Fu Zhang, Jing Ji, Juan Du, Ya Wen Ren

Keywords:

Dynamic Stability, Earthquake Excitation, Single-Story Steel Frame, Time History Analysis, Ultimate Displacement

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* - Corresponding Author

References

[1] Darren Vian, M. ASCE and Michel Bruneau, M. ASCE: Journal of Structural Engineering, ASCE, Vol. 129(12)(2003), pp.1676-1685.

Google Scholar

[2] Jing Ji: Research on Dynamic Stability of Single-Story Steel Frame under Earthquake Action (Daqing Petroleum Institute, China, 2004).

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[3] Yingchun Liu: Theoretical Study on Dynamic Stability and Collapse Prevention Design of Single- story Steel Frames(Daqing Petroleum Institute, China, 2005).

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[4] Charney, F. A: Nonlinear Dynamic Time History Analysis of Single Degree of Freedom Systems (Federal Emergency Management Agency, American, 1998).

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[5] Yingchun Liu, Zhengguang Gong, Wenfu Zhang, etc: Earthquake Resistant Engineering and Retrofitting Vol. 32(4) (2010), pp.70-74.

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