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Showing results 1 to 15 of 15

	Title	Author(s)	Issue Date	Views
	Cold-formed Steel Sections with Web Openings subjected to Web Crippling under Two-Flange Loading Conditions ― Part I: Tests and Finite Element Analysis Journal:Thin-walled Structures	Uzzaman, A Lim, JBP Nash, D Rhodes, J Young, B	2012	54
	Cold-formed Steel Sections with Web Openings subjected to Web Crippling under Two-Flange Loading Conditions ― Part II: Parametric Study and Proposed Design Equations Journal:Thin-walled Structures	Uzzaman, A Lim, JBP Nash, D Rhodes, J Young, B	2012
	Effect of offset web holes on web crippling strength of cold-formed steel channel sections under end-two-flange loading condition Journal:Thin-walled Structures	Uzzaman, A Lim, JBP Nash, D Rhodes, J Young, B	2013	52
	Effect of Web Holes on Web Crippling Strength of Cold-formed Steel Channel Sections under End-One-Flange Loading Condition – Part I: Tests and Finite Element Analysis Journal:Thin-Walled Structures	Lian, Y Uzzaman, A Lim, JBP Abdelal, G Nash, D Young, B	2016	46
	Effect of Web Holes on Web Crippling Strength of Cold-formed Steel Channel Sections under End-One-Flange Loading Condition – Part II: Parametric Study and Proposed Design Equations Journal:Thin-Walled Structures	Lian, Y Uzzaman, A Lim, JBP Abdelal, G Nash, D Young, B	2016	47
	Effects of Edge-stiffened Circular Holes on the Web Crippling Strength of Cold-formed Steel Channel Sections under One-Flange Loading Conditions Journal:Engineering Structures	Uzzaman, A Lim, JBP Nash, D Young, B	2017	49
	The effects of Web opening on Web crippling strength of cold-formed steel channels under interior-two-flange loading condition Proceeding/Conference:Proceedings of the 10th International Conference on Advances in Steel Concrete Composite and Hybrid Structures	Uzzaman, A Nash, D Rhodes, J Lim, JBP Young, B	2012	59
	Experimental and Analytical Studies of Cold-formed Steel Sections with Web Openings subjected to Web Crippling Proceeding/Conference:Proceedings of the 6th International Conference on Coupled Instabilities in Metal Structures	Uzzaman, A Lim, JBP Nash, D Rhodes, J Young, B	2012
	Experimental and Numerical Investigation of Cold-formed Steel Sections with Web Openings under One-flange Loading Condition subjected to Web Crippling Proceeding/Conference:Proceedings of the 8th International Conference on Steel and Aluminium Structures, 2016	Lian, Y Uzzaman, A Lim, JBP Abdelal, G Nash, D Young, B	2016	30
	Parametric Studies and Design Recommendations of Cold-formed Steel Sections with Web Openings subjected to Web Crippling Proceeding/Conference:International Conference on Coupled Instabilities in Metal Structures	Uzzaman, A Lim, JBP Nash, D Rhodes, J Young, B	2012
	Parametric Studies and Design Recommendations of Cold-formed Steel Sections with Web Openings subjected to Web Crippling Proceeding/Conference:Proceedings of the 8th International Conference on Steel and Aluminium Structures, 2016	Lian, Y Uzzaman, A Lim, JBP Abdelal, G Nash, D Young, B	2016	5
	The effects of web holes on web crippling strength of cold-formed steel channels under end-two-flange loading condition Proceeding/Conference:Proceedings of the 21st International Specialty Conference on Cold-formed Steel Structures	Uzzaman, A Lim, JBP Nash, D Rhodes, J Young, B	2012
	Web crippling behaviour of cold-formed steel channel sections with offset web holes subjected to interior-two-flange loading Journal:Thin-walled Structures	Uzzaman, A Lim, JBP Nash, D Rhodes, J Young, B	2012	212
	Web Crippling Behaviour of Cold-formed Steel Channel Sections with Web Holes subjected to Interior-One-Flange Loading Condition – Part II: Parametric Study and Proposed Design Equations Journal:Thin-Walled Structures	Lian, Y Uzzaman, A Lim, JBP Abdelal, G Nash, D Young, B	2017	41
	Web Crippling Behaviour of Cold-formed Steel Channel Sections with Web Holes subjected to Interior-One-Flange Loading Condition-Part I: Experimental and Numerical Investigation Journal:Thin-walled Structures	Lian, Y Uzzaman, A Lim, JBP Abdelal, G Nash, D Young, B	2017	52

Showing results 1 to 15 of 15