Access the full text.
Sign up today, get DeepDyve free for 14 days.
Loading next page...
/lp/sage/development-of-the-2005-edition-of-the-australian-new-zealand-standard-EBARMVaHAR
References (29)
-
Demao Yang, G. Hancock (2004)
Compression Tests of Cold-Reduced High Strength Steel Sections. I: Stub ColumnsJournal of Structural Engineering-asce, 130
-
M. Bambach, K. Rasmussen (2004)
Effective Widths of Unstiffened Elements with Stress GradientJournal of Structural Engineering-asce, 130
-
M. Clarke, G. Hancock (2000)
Purlin Design to AISI LRFD Using Rational Buckling Analysis -
M. Bambach, K. Rasmussen (2004)
Design Provisions for Sections Containing Unstiffened Elements with Stress GradientJournal of Structural Engineering-asce, 130
-
D. Popovic, G. Hancock, K. Rasmussen (1999)
Axial Compression Tests of Cold-Formed AnglesJournal of Structural Engineering-asce, 125
-
B. Young, G. Hancock (2004)
Web crippling of cold-formed unlipped channels with flanges restrainedThin-walled Structures, 42
-
B. Schafer, Teoman Peköz (1998)
Direct Strength Prediction of Cold-formed Steel Members Using Numerical Elastic Buckling Solutions -
(2004)
Direct strength method for the design of cold-formed beam-columns”, Proceedings, of the International Workshop on Thin-Walled Steel Structures, Loughborough, UK, Ed -
L. Teh, G. Hancock (2002)
Strength and Behavior of Fillet Welded Connections in G450 Sheet Steel -
M. Bambach, K. Rasmussen (2004)
Tests of Unstiffened Plate Elements Under Combined Compression and BendingJournal of Structural Engineering-asce, 130
-
Demao Yang, G. Hancock (2006)
Numerical Simulations of High Strength Steel Box-Shaped Columns -
(2007)
Design of Cold-formed Steel Structures to AS/NZS 4600:2005 -
K. Klippstein (1980)
Fatigue Behavior of Sheet-steel Fabrication Details -
V. Mentl, Josef Bystricky (2008)
Compression Tests of High Strength SteelsAdvanced Materials Research, 59
-
J. Papangelis, G. Hancock (1995)
Computer analysis of thin-walled structural membersComputers & Structures, 56
-
S. Nsw (2006)
Strength of Fillet Welded Connections in G450 Sheet Steels -
B. Schafer, Teoman Peköz (1998)
Cold-formed steel members with multiple longitudinal intermediate stiffenersJournal of Structural Engineering-asce, 124
-
L. Quispe, G. Hancock (2002)
DIRECT STRENGTH METHOD FOR THE DESIGN OF PURLINS -
B. Beshara, R. Schuster (2000)
Web Crippling of Cold Formed Steel C-and Z- Sections -
L. Teh, G. Hancock (2005)
Strength of Welded Connections in G450 Sheet SteelJournal of Structural Engineering-asce, 131
-
(2004)
North American Specification for the Design of Cold-formed Steel Structural Members, Supplement No -
L. Teh, G. Hancock (2002)
Strength and Behavior of Flare-bevel and Flare-vee Welded Connections in G450 Sheet Steel -
Demao Yang, G. Hancock (2004)
Compression Tests of High Strength Steel Channel Columns with Interaction between Local and Distortional BucklingJournal of Structural Engineering-asce, 130
-
R. Laboube, J. Nunnery, R. Hodges (1994)
Web crippling behaviour of nested Z-purlinsEngineering Structures, 16
-
G. Hancock, Y. Kwon, E. Bernard (1994)
Strength Design Curves for Thin-Walled Sections Undergoing Distortional BucklingJournal of Constructional Steel Research, 31
-
C. Rogers, G. Hancock (2000)
Failure Modes of Bolted-Sheet-Steel Connections Loaded in ShearJournal of Structural Engineering-asce, 126
-
C. Rogers, G. Hancock (1998)
Screwed Connection Tests of Thin G550 and G300 Sheet SteelsJournal of Structural Engineering-asce, 125
-
C. Rogers, G. Hancock (1997)
Ductility of G550 Sheet Steels in TensionJournal of Structural Engineering-asce, 123
-
Demao Yang, G. Hancock, K. Rasmussen (2004)
COMPRESSION TESTS OF COLD-REDUCED HIGH STRENGTH STEEL SECTIONS. II: LONG COLUMNSJournal of Structural Engineering-asce, 130
- Publisher
- SAGE
- Copyright
- © 2008 SAGE Publications
- ISSN
- 1369-4332
- eISSN
- 2048-4011
- DOI
- 10.1260/136943308787543649
- Publisher site
- See Article on Publisher Site
Abstract
The paper describes the new developments in the Australian/New Zealand standard AS/NZS 4600. The developments are based mainly on research in Australia and the USA. They include new rules for high strength steel, the new Direct Strength Method of design as an alternative to the Effective Width Method and many other detailed changes including design of unstiffened compression elements under stress gradient. The standard is based mainly on the North American Specification published in 2001 with a 2004 Supplement but with special rules for high strength steels as produced in Australia including rules for distortional buckling and welding of high strength steel.
Journal
Advances in Structural Engineering – SAGE
Published: Dec 1, 2008