Finite Element Analysis on Joint of Ultra-High Steel Columns and Steel Core Barrel Outrigger Truss

Abstract:

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The elastic and plastic characteristics of the Y-joint of frame-core tube structures with steel pipe column and steel pipe outrigger truss is studied in this paper. The finite-element method is adopted in the numerical study. To avoid the damage of the joint, controlling the relatively convex-concave deformation of the column wall through adding internal stiffener plate is discussed. Through the comparison of numerical study of the Y-joint with different shape of stiffener plate, a feasible design of the Y-joint is given.

Info:

Periodical:

Advanced Materials Research (Volumes 163-167)

Edited by:

Lijuan Li

Pages:

834-837

Citation:

L. Dong et al., "Finite Element Analysis on Joint of Ultra-High Steel Columns and Steel Core Barrel Outrigger Truss", Advanced Materials Research, Vols. 163-167, pp. 834-837, 2011

Online since:

December 2010

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$41.00

[1] ( Code for Design of Steel Structures ) GB50017-2003 , In Chinese.

[2] (Code for Seismic Design of Buildings ) GB50011-2001, In Chinese.

[3] Yiyi Chen, Zhuyan Shen, Hong Cui, Interfingering Joint of Cricular Steel Tube were Experimental Study , Journal of Building Structures, (2003) Vol. (24). 6, In Chinese.

[4] M.M.K. Lee, S.R. Wilmshurst. Strength of Structure Engineering , (1997).

[5] Sun Yun, Discuss Spatial Structure Which is Interfingering Joint of Cricular Steel Tube, (2002), Vol. 8, NO. 2, In Chinese.

[6] Shaofan Chen, Qiang Qu, Steel Structure, China Architacture & Building Press (2003), In Chinese.

[7] Zhiliang Zhang, Zhuyan Shen, The Nonlinear Finite Element Analysis Ultimate Bearing Capacity of Square Steel Tube Joints, Tongji University, (2000), In Chinese.

[8] Su D, Shi Y, Li S, et al, Analytical Modeling of Nonlinear Behavior of Composite Moment Resisting Connections [C]/K.S. Kim. Proceedings of 3rd International Symposium on Steel Structures Seoul, Korea: Kssc. (2005) : 594-601.

[9] Su D, Shi YJ, Wang Y Q. Seismic Behavior of Steel Beam-Column Moment Connections with Composite Effect [C]/Proceeding of Fourth International Conference on Advances in Steel Strucures, Shanghai, (2005). 861-866.

DOI: https://doi.org/10.1016/b978-008044637-0/50127-x

[10] The Steel Weld Dimensions》JBT 7949-199, In Chinese.