Paper Title:
Experimental Study on Seismic Performance of Ridge Joint of Double C Steel under Cyclic Loading
  Abstract

The double C steel section is made of two C steels with gusset plate through bolts. A ridge joint of double C steel is studied through experiment under cyclic loading in this paper. Through the four specimens with different gusset-plate’s thickness and bolt spacing, we analyze the effect of the gusset-plate’s thickness and bolt spacing on stiffness, ductility and energy performance. At last we recommend the suitable gusset-plate’s thickness. The results can give a reference to the engineering application of cold-formed steel structure.

  Info
Periodical
Advanced Materials Research (Volumes 243-249)
Edited by
Chaohe Chen, Yong Huang and Guangfan Li
Pages
1435-1438
DOI
10.4028/www.scientific.net/AMR.243-249.1435
Citation
M. Chen, Y. Sun, B. Q. Pi, "Experimental Study on Seismic Performance of Ridge Joint of Double C Steel under Cyclic Loading", Advanced Materials Research, Vols. 243-249, pp. 1435-1438, 2011
Online since
May 2011
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Price
$32.00
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