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

Abstract:

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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)

Edited by:

Chaohe Chen, Yong Huang and Guangfan Li

Pages:

406-414

Citation:

X. L. Liu and Y. Wang, "Analysis on Behavior of the Steel Portal Frames with End-Plate Bolted Connections", Advanced Materials Research, Vols. 243-249, pp. 406-414, 2011

Online since:

May 2011

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$38.00

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