Showing results 1 to 11 of 11
| Title | Author(s) | Issue Date | |
|---|---|---|---|
Cold-formed steel channels subjected to concentrated bearing load Journal:Journal of Structural Engineering | 2003 | ||
Compression tests of channels with inclined simple edge stiffeners Journal:Journal of Structural Engineering | 2003 | ||
Design of channels subjected to concentrated bearing Load Proceeding/Conference:International Specialty Conference on Cold-Formed Steel Structures: Recent Research and Developments in Cold-Formed Steel Design and Construction | 2002 | ||
Design of cold-formed channels subjected to web crippling Journal:Journal of Structural Engineering | 2001 | ||
Experimental investigation of cold-formed channels subjected to combined bending and web crippling Proceeding/Conference:International Specialty Conference on Cold-Formed Steel Structures: Recent Research and Developments in Cold-Formed Steel Design and Construction | 2000 | ||
Tests and design of cold-formed unlipped channels subjected to web crippling Proceeding/Conference:International Specialty Conference on Cold-Formed Steel Structures: Recent Research and Developments in Cold-Formed Steel Design and Construction | 2000 | ||
Tests of channels subjected to combined bending and web crippling Journal:Journal of Structural Engineering | 2002 | ||
Web crippling behaviour of channels with flanges restrained Proceeding/Conference:International Specialty Conference on Cold-Formed Steel Structures: Recent Research and Developments in Cold-Formed Steel Design and Construction | 2000 | ||
Web Crippling Behaviour of Cold-formed Steel Sections with Single Web Journal:International Journal of Steel Structures | 2005 | ||
Web crippling behaviour of cold-formed unlipped channels Proceeding/Conference:International Specialty Conference on Cold-Formed Steel Structures: Recent Research and Developments in Cold-Formed Steel Design and Construction | 1998 | ||
Web crippling of cold-formed unlipped channels with flanges restrained Journal:Thin-Walled Structures | 2004 |