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The 2003 SSRC Annual Stability Conference
was held on 2 - 5 April, 2003, in Baltimore, Maryland..
This conference was the hosted by the AISC's North American
Steel Construction Conference. This 694 page book contains
papers covering reports of current research activities germane
to the various SSRC task groups and task reporters.
MEMBERS: $45.00
NON-MEMBERS $50.00
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Contents
THE STABILITY PROVISIONS OF EUROCODE 4: COMPOSITE STEEL-CONCETE
BUILDING STRUCTURES by David Anderson
DEVELOPMENT OF UNIFIED CONCENSUS DOCUMENT FOR DESIGN OF
COLD-FORMED STEEL by Roger L. Brockenbrough, Helen Chen
EFFECTIVE SLENDERNESS APPROACH FOR EVALUATING SINGLE ANGLE
COMPRESSION STRUTS by LeRoy A. Lutz
BRACING STRENGTH AND STIFFNESS DEMAND OF AXIALLY LOADED
COLD-FORMED LIPPED CEE STUDS by Perry S. Green, Thomas Sputo,
Viswanath Urala
SEISMIC BRACING REQUIREMENTS FOR USS STEEL MOMENT CONNECTTIONS
by Kyungkoo Lee, Bozidar Stojadinovic
PROPOSED COMPACTNESS AND BRACING REQUIREMENTS FOR HIGH PERFORMANCE
STEEL BEAMS AND GIRDERS by S. Thomas, C.J. Earls
BRACING BEHAVIOR OF PERMANENT METAL DECK FORMS by O. Ozgur
Egilmez, Charles A. Jetann, Todd A. Helwig
DISTORTION EFFECTS ON THE STABILITY OF CURVED I-SHAPED BRIDGE
GIRDERS by James S. Davidson, Chai H. Yoo
INVESTIGATION OF SINGLE SPAN Z-SECTION PURLINS SUPPORTING
STANDING SEAM ROOF SYSTEMS CONSIDERING DISTORTIONAL BUCKLING
by Scott D. Cortese, Thomas M. Murrayi
NUMERICAL EVALUATION FOR WARPING CONSTANT OF BUILT-UP CRANE
RUNWAY BEAM by D.M. Lue, Duane S. Ellifritt
LATERAL-TORSIONAL BUCKLING OF SINGLY SYMMETRIC WEB-TAPERED
I-SECTION STEEL BEAMS AND CANTILEVERS by Anisio Andrade,
Dinar Camotim
ULTIMATE STRENGTH BEHAVIOR OF CURVED GIRDER WEB PANELS by
Sung C. Lee, Chai H. Yoo, Doo S. Lee, Dong Y. Yoon
AN FE-MODEL FOR ANALYZING SPATIAL STABILITY OF STEEL ARCHES
by D.B. la Poutre, H.H. Snijder, J.C.D. Hoenderkamp
RELIABILITY CONSIDERATIONS FOR STEEL FRAMES DESIGNED WITH
ADVANCED ANALYSIS by S.G. Buonopane, B.W. Schafer, T. Igusa
DESIGN OF COLD-FORMED STEEL FRAMES AND BEAM-COLUMNS by Andrew
T. Sarawit, Teoman Pekoz
COLD-FORMED STEEL FLEXURAL MEMBERS UNDERGOING DISTORTIONAL
AND EULER BUCKLING by Nuthaporn Nuttayasakul, W. Samuel
Easterling
COLD-FORMED STEEL DESIGN BY THE DIRECT STRENGTH METHOD:
BYE-BYE EFFECTIVE WIDTH by B.W. Schafer
TESTS ON STAINLESS STEEL STRUCTURAL HOLLOW SECTIONS by Leroy
Gardner, David A. Nethercot
STABILITY OF STEEL FRAMES IN NATURAL FIRE by K.Y. Ma, J.Y.
Richard Liew
DIRECT ANALYSIS APPROACH FOR THE ASSESSMENT OF FRAME STABILITY:
VERIFICATION STUDIES byAndrea E. Maleck, Donald W. White
INTEGRATED NUMERICAL DESIGN METHODS FOR ALUMINUM BEAMS by
Yongwook Kim, Teoman Pekoz
BUCKLING CURVES FORMULATION FOR CODIFICATION PURPOSES OF
ALLUMINIUM ALLOY ELEMENTS by Marian A. Gizejowski, Jacek
Uziak, Anna M. Barszcz, Katarzyna M. Nikoniwicz
AN EFFICIENT METHOD FOR DESIGNING STAINLESS STEEL STRUCTURES
by Leroy Gardner, David A. Nethercot, Imma Estrada
GBT-BASED APPROACH TO DEVEOP DISTORTIONAL BUCKLING FORMULAE
FOR COLD-FORMED STEEL MEMBERS by Nuno Silvestre, Dinar Camotim
BRACING OF STEEL BRIDGE GIRDERS WITH SKEWED SUPPORTS by
Liqun Wang, Todd A. Helwig
EVALUATION OF ANALYTICAL MODELS FOR HIGH STRENGTH SQUARE
CFT BEAM-COLUMNS by K.J. Kowalski, A.H. Varma
ENHANCED STRAIN-BASED DESIGN OF TUBULAR PILING AND PIPELINES
by Peter Marshall
TO PROBABILISTIC VERIFICATION OF STRUCTURAL STABILITY DESIGN
PROCEDURES by Jindrich J. Melcher, Zdenek Kala
ELASTIC LOCAL BUCKLING OF CURVED I-GIRDER FLANGES by Mahendrakumar
Madhavan, James S. Davidson
ON THE INELASTIC DESIGN OF STEEL I-GIRDER BRIDGES by Jennifer
E. Righman, Karl E. Barth, Donald W. White, Michael G. Barker
CYCLIC BEHAVIOR OF COMPOSITE SHEAR WALL SYSTEMS by Qiuhong
Zhao, Abolhassan Astaneh-Asl
BEHAVIOR OF DOUBLE CHANNEL BUILT-UP MEMBERS SUBJECTED TO
REVERSED CYCLIC BENDING by Kwang Yeon Kim, Gustavo J. Parra-Montesinos,
Subhash C. Goel, Brnet Nuttal
LATERAL STABILITY OF PARTIALLY RESTRAINED CANTILEVER SUPPORTS
by Magdi Mohareb, Ayman Dabbus
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