Experimental Research on the Rectangular CFST Column and H-Section Steel Beam Diaphragm through Connections

Article Preview

Abstract:

A full-scale experiment on two kinds of rectangular CFST column and H-section steel beam diaphragm through connections which under low cyclic loading was been carried out. Through the analysis of the destruction shapes, hysteresis curves, ductility indicators, we obtained some practical conclusions.

You might also be interested in these eBooks

Info:

Periodical:

Advanced Materials Research (Volumes 243-249)

Pages:

438-442

Citation:

Online since:

May 2011

Export:

Price:

Permissions CCC:

Permissions PLS:

Сopyright:

© 2011 Trans Tech Publications Ltd. All Rights Reserved

Share:

Citation:

[1] Yudong Lin: Earthquake Engineering and Engineering Vibration, 2004, 24(4):62-69. (in Chinese)

Google Scholar

[2] Yiyi Chen: Progress in Steel Building Structures, 2006, 8(1):23-30. (in Chinese)

Google Scholar

[3] Jikui Miao: Journal of Building Structures, 2008, 29(6):63-68. (in Chinese)

Google Scholar

[4] Henghua Wang: Journal of Building Structures (Supplementary Issue 1), 2010, (s1):72-78. (in Chinese)

Google Scholar

[5] Liming Li: Journal of Earthquake Engineering and Engineering Vibration, 2007, 27(1):46-53. (in Chinese)

Google Scholar

[6] Zhouhong Zong: Journal of Building Structures, 2005, 26(1):77-84. (in Chinese)

Google Scholar

[7] Gang Jin: Building Structures, 2007, 37(2):88-93. (in Chinese)

Google Scholar