Article navigation
Volume 87, Issue 4
December 1989
Proceedings of the Institution of Civil Engineers Cover Image for Volume 87, Issue 4
Research Article| December 01 1989

TORSIONAL BUCKLING AND TRIPPING STRENGTH OF SLENDER FLAT-BAR STIFFENERS IN STEEL PLATING.

Publisher: Emerald Publishing
Online ISSN: 1753-7789
© Thomas Telford and ICE
1989
Proceedings of the Institution of Civil Engineers (1989) 87 (4): 583–604.
https://doi.org/10.1680/iicep.1989.3780

Article PDF first page preview

First page of TORSIONAL BUCKLING AND TRIPPING STRENGTH OF SLENDER FLAT-BAR STIFFENERS IN STEEL PLATING.
Keywords: TORSIONAL, TRIPPING, STIFFENERS, DESIGN, METHODS, COMPRESSION, DEFLECTION, COLLAPSE, DATA, OUTSTANDS, IMPERFECTIONS, BUCKLING, SLENDER, STEEL, PLATES, LOADS, LOCAL, ANALYSIS, ROTATIONAL, INTERACTION, FINITE ELEMENTS, GEOMETRY, BEHAVIOUR, STRENGTH, PLATING, LONGITUDINAL, STIFFENED, ELASTIC, FAILURES, RESTRAINT, ESTIMATING, COLUMNS, INITIAL, COMPRESSIVE, IMPERIAL COLLEGE, HARDCASTLE AND RICHARDS
This content is only available via PDF.
© Thomas Telford and ICE
1989
You do not currently have access to this content.
Don't already have an account? Register

Purchased this content as a guest? Enter your email address to restore access.

Pay-Per-View Access
$39.00
Rental
This article is also available for rental through DeepDyve. Read this now at DeepDyve

New and popular articles

AN IMPROVED REPRESENTATION OF FLOODING AND DRYING AND WIND STRESS EFFECTS IN A TWO-DIMENSIONAL TIDAL NUMERICAL MODEL
PARTIAL SHEAR CONNECTION IN COMPOSITE BEAMS FOR BUILDINGS.
MEASUREMENT OF OVERBANK FLOW IN A COMPOUND RIVER CHANNEL.
AN UNSTEADY FLOW BORE MODEL FOR SEDIMENT TRANSPORT IN BROKEN WAVES. PART 1: THE DEVELOPMENT OF THE NUMERICAL MODEL.

Suggested Reading

DISCUSSION. AN APPROXIMATE METHOD FOR THE DESIGN OF STIFFENED STEEL COMPRESSION PANELS.
Proceedings of the Institution of Civil Engineers (June,1976)
FAILURE LOADS OF SLENDER REINFORCED CONCRETE COLUMNS. DISCUSSION.
Proceedings of the Institution of Civil Engineers - Structures and Buildings (August,1997)
DISCUSSION. FULL-RANGE ANALYSIS OF STEEL PLATES AND STIFFENED PLATING UNDER UNIAXIAL COMPRESSION.
Proceedings of the Institution of Civil Engineers (June,1976)
ANALYSIS OF THE BEHAVIOUR OF AXIALLY COMPRESSED STRINGER-STIFFENED CYLINDRICAL SHELLS.
Proceedings of the Institution of Civil Engineers (June,1980)
FULL-RANGE ANALYSIS OF STEEL PLATES AND STIFFENED PLATING UNDER UNIAXIAL COMPRESSION.
Proceedings of the Institution of Civil Engineers (December,1975)

Related Chapters

‘It doesn't have to be like this’
The Intersections of a Working-Class Academic Identity: A Class Apart
COMPRESSIVE STRENGTH OF REINFORCED CONCRETE MASONRY WALLS
Application of Codes, Design and Regulations: Proceedings of the International Conference held at the University of Dundee, Scotland, UK on 5–7 July 2005
4.2 Performance and application of a design-oriented stress-strain model for FRP-confined concrete
Advanced polymer composites for structural applications in construction: Proceedings of the first international conference, held at Southampton University, UK, on 15–17 April 2002

Recommended for you

These recommendations are informed by your reading behaviors and indicated interests.

Cited By

Google Scholar
CrossRef (2)
This Feature Is Available To Subscribers Only

or Create an Account

Close subscription notice
Close access options