The Calculation Method for Moment-Rotation Curve of T-Beam Joints in Semi-Rigid Connections

Article Preview

Abstract:

Reference to the proposed research results and abroad specification, T-beam connection is widely used in engineering steel connection. Comparing with the finite element result, it has been verified that this method can effectively calculate the moment-rotation curve. So it can be a beneficial supplement to the steel structure design code of the T-beam connections.

You might also be interested in these eBooks

Info:

Periodical:

Pages:

201-209

Citation:

Online since:

July 2014

Authors:

Export:

Price:

Permissions CCC:

Permissions PLS:

Сopyright:

© 2014 Trans Tech Publications Ltd. All Rights Reserved

Share:

Citation:

* - Corresponding Author

[1] Shao-fu LI, Steel bolts in end-plate connections. Building structures, 1998, 8: 24-26.

Google Scholar

[2] The steel construction design, construction and acceptance specification for high strength bolt connection, (JGJ82-91)[S], Beijing: China architecture and building press, (1992).

Google Scholar

[3] The code for design of steel structures, (GB50017-2003)[S], Beijing: China planning press, (2003).

Google Scholar

[4] Guo-zhou WANG, Lv-qian ZHAI Principle and design of steel structures, Beijing: Tsinghua University Press, 1992, 1-136.

Google Scholar

[5] Faella C, Piluso V, Rizzano G. Structural Steel Semirigid Connections [M], CRC Press LLC, Boca Ration, Florida, (2000).

Google Scholar

[6] Krawinkler H,Bertero V V,Popov E P, Shear behavior of steel frame joints [J]. Journal of the Structural Division, 1975, 101 (ST11): 2317-2336.

DOI: 10.1061/jsdeag.0004206

Google Scholar

[7] Wei LIU,Xiong ZHANG, The research for moment-rotation curve of T-beam joints in Semi-rigid connections, Information on http: /www. ceabm2014. com.

Google Scholar

[8] Yong-jiu SHI,Gang SHI,Yuan-qing WANG,SemiRigid end-plate connections for steel structure simplified calculation method of bending moment-rotation curves,Journal of civil engineering, 2006, 39(3): 19-23.

Google Scholar

[9] Gang SHI,Yong-jiu SHI,Yuan-qing WANG,SemiRigid end-plate connections for steel structure calculation method of bending moment-rotation curves,Engineering mechanics,2006, 23(5): 67-73.

Google Scholar