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The 2010 SSRC Annual
Stability Conference was held May 12-15, 2010 in Orlando, Florida. This conference was held in conjunction with AISC's
North American Steel Construction Conference and ASCE's Structures Congress. This 799 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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Now!
Contents
COLUMNS: FROM INDIVIDUAL MEMBERS
TO FRAMEWORK COMPONENTS by Reidar Bjorhovde, 2010 Beedle Award Recipient
CYCLIC ELASTOPLASTIC FINITE-ELEMENT
ANALYSIS AND STABILITY EVALUATION
OF STEEL-BRACED FRAMES by
Iraj H.P. Mamaghani, Saman Montazeri and Navid Nemati
STABILITY EVALUATION OF THIN-WALLED
STEEL TUBULAR COLUMNS UNDER
CYCLIC MULTIDIRECTIONAL LOADING by
Iraj H.P. Mamaghani, Saman Montazeri and Navid Nemati
EFFECT OF LOCAL BUCKLING ON THE DESIGN OF STEEL PLATE GIRDERS by Metwally Abu-Hamd
OPTIMIZATION OF THE CROSS-FRAME
SPACING IN STEEL I-GIRDER BRIDGES
FOR DECK-CASTING LOADS by Nohemy Y. Galindez, Karl E. Barth
APPLICATION OF A 3D FLUID-THERMAL-MECHANICAL MODEL FOR
PERFORMANCE-BASED ANALYSIS OF
COMPOSITE STRUCTURES UNDER FIRE by Julio Cesar G. da Silva and Alexandre Landesmann
STABILITY OF OPEN WEB STEEL JOISTS SUBJECTED TO PONDING LOADS by Duncan Stark, Christopher Higgins and Perry S. Green
EFFECT OF SFRC ON THE FIRE RESISTANCE
OF COMPOSITE FLOOR ASSEMBLIES byR.S. Fike, V.K.R. Kodur
LATERAL-TORSIONAL BUCKLING OF STEEL BEAM-COLUMNS UNDER FIRE EXPOSURE by M.M.S. Dwaikat, V.K.R. Kodur
LOCAL BUCKLING OF SLENDER PLATE
GIRDERS IN COMPOSITE BRIDGES byGhada El-Mahdy, Metwally Abu-Hamd
THE EFFECTIVE SECTION METHOD FOR THE DESIGN OF THIN-WALLED COLD-FORMED
STEEL MEMBERS by Eduardo de Miranda Batista
NEW SIMPLIFIED ANALYTICAL METHOD FOR
THE PREDICTION OF GLOBAL STABILITY OF STEEL AND COMPOSITE SWAY FRAMES byJean-Francois Demonceaux, Lam Ly, Ludivine Comeliau and Jean-Pierre Jaspart
PLASTIC COLLAPSE OF UNSTIFFENED AND
EDGE-STIFFENED PLATES by Bo Dowswell
ON THE INTERFACE OF STABILITY AND
SEISMIC DESIGN REQUIREMENTS FOR
STEEL BUILDINGS byTaichiro Okazaki, Larry A. Fahnestock and Matthew Parkolap
BEHAVIOUR OF LONGITUDINALLY
STIFFENED PLATE GIRDERS SUBJECTED
TO BENDING AND SHEAR by Darko Beg and Franc Sinur
CONNECTION FLEXIBILITY COMPARISON
OF BENT PLATES AND HALF PIPE STIFFENERS AND THEIR IMPACT ON GIRDER BUCKLING STRENGTH IN SKEWED STEEL BRIDGES byCraig Quadrato, Todd Helwig, Michael Engelhardt and Karl Frank
USER-FRIENDLY FINITE ELEMENT ANALYSIS PROGRAM FOR STEEL I-GIRDERS DURING ERECTION AND CONCRETE PLACEMENT by Jason Stith, Brian Petruzzi, Hyeong Jun Kim,Todd Helwig, Eric Williamson, Karl Frank and Michael Engelhardt
STABILIZING TECHNIQUES FOR PARTIALLY CONSTRUCTED BRIDGES by Brian Petruzzi, Jason Stith, Todd Helwig,
Eric Williamson, Karl Frank and Michael Engelhardt
APPROPRIATE ADJUSTMENT METHOD FOR EXPERIMENTAL RESULTS OF COLD-FORMED STEEL SHEAR WALLS SHEATHED WITH STEEL SHEETS byCheng Yu
BRACING BEHAVIOR FOR STEEL TRUSSES byRangsan Wongjeeraphat and Todd Helwig
IMPROVED STABILITY OF CROSS FRAMES
FOR STEEL BRIDGE SYSTEMS USING
TUBULAR METHODS byAnthony Battistini, Karl Frank, Todd Helwig and Michael Engelhardt
EXTENDING DIRECT STRENGTH DESIGN TO
COLD-FORMED STEEL COLUMNS WITH HOLES by C.D. Moen and B.W. Schafer
ELASTIC BUCKLING STUDIES OF THIN PLATES AND COLD-FORMED STEEL MEMBERS IN SHEAR by R.T. Naik, C.D. Moen
NON-LINEAR GBT FOR THIN-WALLED STEEL FRAMES: FORMULATION, IMPLEMENTATION
AND APPLICATION by C. Basaglia, D. Camotim and N. Silvestre
LOCAL/DISTORTIONAL/GLOBAL BUCKLING MODE INTERACTION IN COLD-FORMED STEEL RACK-SECTION COLUMNS by Pedro Borges Dinis and Dinar Camotim
DISTORTIONAL FAILURE AND DESIGN OF
COLD-FORMED STEEL LIPPED CHANNEL COLUMNS UNDER FIRE CONDITIONS by Alexandre Landesmann and Dinar Camotim
FULL-SCALE TESTING OF SHEATHED
COLD-FORMED STEEL WALL STUD
SYSTEMS IN AXIAL COMPRESSION by L.C.M. Vieira, Jr. and B.W. Schafer
DESIGN METHODS FOR LOCAL-GLOBAL INTERACTION OF LOCALLY SLENDER
STEEL MEMBERS by M. Seif and B.W. Schafer
THE CONSTRAINED FINITE STRIP METHOD FOR GENERAL END BOUNDARY CONDITIONS by Z. Li and B.W. Schafer
COMPRESSION TESTING OF COLD-FORMED
STEEL COLUMNS WITH DIFFERENT
SHEATHING CONFIGURATIONS by Yared Shifferaw, L.C.M. Vieira, Jr. and B.W. Schafer
TOWARDS A DIRECT STRENGTH METHOD
FOR COLD-FORMED STEEL BEAM-COLUMNS byYared Shifferaw and B.W. Schafer
SIMPLIFIED MONOSYMMETRIC BEAM DESIGN by Ian MacPhedran and Gilbert Grondin
SPATIAL STABILITY DESIGN OF FREE STANDING TUBULAR ARCHES OF A ROAD BRIDGE by Dagowin La Poutré, Markus Vill and Rudolf Immig
FLEXURAL RESISTANCE OF NONPRISMATIC
THIN-WALLED MEMBERS by M.M. El-Sadaawy and M.T. Hanna
HORIZONTALLY CURVED PLATE GIRDERS
WITH LONGITUDINALLY STIFFENED WEBS by Gaby Issa-El-Khoury, Daniel G. Linzell and Louis F. Geschwindner
IMPROVING THE DUCTILITY OF STEEL i-BEAMS THROUGH THE USE OF GLASS FIBER
REINFORCED POLYMERS by O. Ozgur Egilmez, Deniz Alkan and Timur Ozdemir
LATERAL TORSIONAL BUCKLING STRENGTH
OF PRISMATIC AND WEB-TAPERED i-BEAMS: RELIABILITY ASSESSMENT by Y.D. Kim, Donald W. White
LARGE SCALE TEST OF A STEEL PLATE
SHEAR WALL WITH PEC COLUMNS
AND RBS CONNECTIONS by Mehdi Dastfan and Robert Driver
BUCKLING OF BEAMS WITH INFLECTION POINTS by Joseph A. Yura and Todd A. Helwig
PRACTICAL STABILITY CRITERIA FOR ORTHOTROPIC STEEL BRIDGE GIRDERS by Brian M. Kozy, Ben T. Yen
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