Experimental Study on Seismic Performance of Ridge Joint of Double C Steel under Cyclic Loading

Ming Chen; Yang Sun; Bing Qian Pi

doi:10.4028/www.scientific.net/AMR.243-249.1435

Paper Titles

Control Research of Engineering Safety Supervision Based on Rent-Seeking and Game Theory
p.1416

Practical Design Procedure for Thin-Skinned Steel-Concrete Composite Sections
p.1421

Seismic Behavior Study of External Wall Panels in Steel Frames
p.1425

Form-Finding Analysis of Tensioned Fabric Structures Using Nonlinear Analysis Method
p.1429

Experimental Study on Seismic Performance of Ridge Joint of Double C Steel under Cyclic Loading
p.1435

Measuring Method of Rotation Used in Research on Steel Frame Semi-Rigid Beam-to-Column Connection
p.1439

Seismic Behavior of RC Low-Rise Shear Wall with Vertical Mild Steel-Lead Energy Dissipation Strips
p.1443

Test on Embedded Perforated Steel Plate Shear Wall with Concrete Filled Steel Tube Columns
p.1450

Evaluation of Building Sustainable Performance Based on Set Pair Analysis
p.1456

HomeAdvanced Materials ResearchAdvanced Materials Research Vols. 243-249Experimental Study on Seismic Performance of Ridge...

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.

You might also be interested in these eBooks

Advances in Civil Engineering and Architecture

View Preview

Info:

Periodical:

Advanced Materials Research (Volumes 243-249)

Pages:

1435-1438

DOI:

https://doi.org/10.4028/www.scientific.net/AMR.243-249.1435

Citation:

Cite this paper

Online since:

May 2011

Authors:

Ming Chen, Yang Sun, Bing Qian Pi

Keywords:

Double C Steel, Experimental Study, Ridge Joint, Seismic Performance

Export:

RIS, BibTeX

Price:

Permissions CCC:

Request Permissions

Permissions PLS:

Request Permissions

Сopyright:

Citation:

References

[1] W.k.Yu,k.F, Chung M.F. Wong. Analysis of bolted moment connections in cold-formed steel beam-column sub-frames. Journal of Constructional Steel Research, 61, 1332-1352, 2005.

DOI: 10.1016/j.jcsr.2005.03.001

Google Scholar

[2] M. Dundu, A.R. Kemp. Strength requirement of single cold-formed channels connected back-to-back. Journal of Construction Steel Research, 62,250-261, 2006.

DOI: 10.1016/j.jcsr.2005.07.006

Google Scholar

[3] Dan Dubina. Structure analysis and design assisted by testing of cold-formed steel structure, Thin-walled structures, 46, 741-764, 2008.

DOI: 10.1016/j.tws.2008.01.030

Google Scholar

[4] JamesB.P. Lim,David A.Nethercot. Finite Element Idealization of a Cold-Formed Steel Portal Frame, Journal of Structural Engineering, JANUARY, 78-94, 2004.

DOI: 10.1061/(asce)0733-9445(2004)130:1(78)

Google Scholar

[5] M.F. Wong, K.F. Chung. Structural behavior of bolted moment connections in cold-formed steel beam-column sub-frames. Journal of Constructional Steel Research, 58:2 ,253-274, 2002.

DOI: 10.1016/s0143-974x(01)00044-x

Google Scholar

[6] Ming Chen, Gentian Zhao. Finite element analysis of seismic performance of cold-formed steel beam-column joints. Proceedings of Ninth Pacific Structural Steel Conference, 1133-1138,2010.

Google Scholar

[7] Ming Chen, Yang Sun. Finite Element Study on Seismic Performance of Inclined Joint of Cold- formed Steel with Plate. Advanced Materials Research, 615-619,2010 Volumes 163 - 167.

DOI: 10.4028/www.scientific.net/amr.163-167.615

Google Scholar