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Analysis on Behavior of the Steel Portal Frames with End-Plate Bolted Connections

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Abstract:

3D Integer models of steel portal frames are made to analyze the influence of end-plate bolted connections on internal force and displacement of frames by using finite element method. The results show that end-plate bolted connections are semi-rigid connections, and the flexibility of the connections affects the behavior of the frames, and their influences can not be ignored in the steel portal frames design and analysis.

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Periodical:

Advanced Materials Research (Volumes 243-249)

Pages:

406-414

DOI:

https://doi.org/10.4028/www.scientific.net/AMR.243-249.406

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Online since:

May 2011

Authors:

Xiu Li Liu, Yan Wang

Keywords:

3D Finite Element Model, End-Plate Bolted Connection, Semi-Rigid, Steel Portal Frame

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© 2011 Trans Tech Publications Ltd. All Rights Reserved

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References

[1] CECS102:2002, Technical specification for steel structure of light-weight buildings with gabled frames. Beijing: The Standardization Institute of Chinese Construction, (2002)

Google Scholar

[2] Wang Yan, Li Jianfen. Analysis on Prying Force of semi-rigid Beam-to-Column Connections in Steel Structure. Progress in Safety Science and Technology, Science Press, (2002), pp.291-295

Google Scholar

[3] Wang Yan,Hongyuan Zhang and Huajun Li. Experimental Research Semi-rigid Steel Beam-to-Column Joints Under Cyclic Loading. Proceedings of Sixth Pacific Structural Steel Conference, Seismological Press, (2001),pp.800-807

Google Scholar

[4] Yan Wang, Jianfen Li, The Analysis of Internal Force of Semi-rigid Steel Frame. Mechanics in Engineering, Vol.25(2003),No.2:35-38(In Chinese)

Google Scholar

[5] Yan Wang, Wenhui Yang, The Research of Effective Length for Columns in Semi-rigid Steel Frames Stability Analysis. Journal of Qigndao Institute of Architecture and Engineering, Vol.25(2004), No.2:5－11(In Chinese)

Google Scholar