|
The 2009 SSRC Annual
Stability Conference was held April 1-3, 2009 in Phoenix, Arizona. This conference was hosted by the AISC's
North American Steel Construction Conference. This 490 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
Order
Now!
Contents
INELASTIC SEISMIC RESPONSE OF STEELPLATE SHEAR WALLS INCLUDING
P-DELTA EFFECTS by Anjan K. Bhowmick, Robert G. Driver, and
Gilbert Y. Grondin
A PROPOSED SIMPLIFIED CANADIAN BEAM DESIGN APPROACH by Ian MacPhedran and Gilbert Y. Grondin
ENHANCING THE FIRE RESISTANCE OF
STEEL FRAMED STRUCTURES THROUGH
BEAM-SLAB INTERACTIONS by R. Fike and V.K.R. Kodur
FINITE ELEMENT COMPARISON OF DESIGN
METHODS FOR LOCALLY SLENDER STEEL
BEAMS AND COLUMNS by M. Seif and B.W. Schafer
STIFFENER REQUIREMENTS TO
PREVENT EDGE BUCKLING by Bo Dowswell
ADVANCED ANALYSIS OF SEMI-RIGIDCOMPOSITE STRUCTURES UNDER
FIRE CONDITIONS by Alexandre Landesmann, Juan Manuel Fratii and Eduardo de Miranda Batista
PREDICTING THE EULER BUCKLING LOAD OF COLUMNS AND BEAMS
WITH HOLES by C.D. Moen and B.W. Schafer
PARAMETRIC STUDY OF I-GIRDER STEEL
BRIDGES FOR TORSIONAL BRACE
EFFECTIVENESS AND SYSTEM
STABILITY ADEQUACY by W.M. Kim Roddis and Soudeh Baghernejad
EFFECT OF SLENDERNESS ON THE
LATERAL TORSIONAL BUCKLING
OF STEEL I-BEAMS by Deniz Ayhan
ON THE APPLICABILITY OF SOUTHWELL,MODIFIED, AND MASSEY
EXTRAPOLATION TECHNIQUES by Tadeh Zirakian and Ayman S. Mosallam
THE EFFECT OF BOND ENHANCEMENT
ON CURVED SANDWICH SHELLS
UNDER CONTACT LOADING by Peter W. Marshall, J.Y. Richard Liew, Xudong Qian and Siew Chin Lee
STABILITY OF CURVED I-GIRDERS
DURING ERECTION by Jason Stith, Andrew Schuh, Jamie Farris, Karl Frank, Todd Helwig, Eric Williamson and Michael Engelhardt
PROBABILISTIC ANLYSIS OF STEEL FRAMES
ALLOWING FOR IMPERFECTIONS AND WITHOUT
AN ASSUMPTION OF EFFECTIVE LENGTH by Vit Krivy and Pavel Marek
COLD-FORMED STEEL FRAMED SHEAR
WALL ASSEMBLIES WITH CORRUGATED
SHEET STEEL SHEATING by Cheng Yu, Zhenhua Huang and Hitesh Vora
FIELD MEASUREMENTS ON LEAN-ON
BRACING SYSTEM FOR STEEL GIRDER
BRIDGE WITH SKEWED SUPPORTS by Jeremiah Fasl, Michelle Romage, Todd Helwig, Reagan Herman and Karl Frank
LOCAL/DISTORTIONAL/GLOBAL
BUCKLING MODE INTERACTION
IN COLD-FORMED STEEL LIPPED
CHANNEL COLUMNS by Pedro Borges Dinis and Dinar Camotim
LATEST DEVELOPMENTS ON THE
GBT-BASED BUCKLING ANALYSIS
OF THIN-WALLED STEEL FRAMES by C. Basaglia, D. Camotim and N. Silvestre
NFLUENCE OF OVERHANG CONSTRUCTION
ON BRIDGE GIRDER STABILITY by Seongyeong Yang, Jeremiah Fasl, Todd Helwig, Richard Klingner and Michael Engelhardt
THE IMPACT OF CONNECTION FLEXIBILITY
ON THE BRACE STIFFNESS REQUIREMENTS
IN SKEWED STEEL BRIDGES by
Craig Quandrato, Anthony Battistini, Todd Helwig, Michael Engelhardt and Karl Frank
STABILITY BRACING REQUIREMENTS
FOR TRUSS SYSTEMS by Rangsan Wongjeeraphat, Todd Helwig
STEEL COLUMNS UNDER FIRE LOADING:
STABILITY BEHAVIOR AND DESIGN by Anil Argawal, Amit H. Varma and Guillermo Cedeno
BEHAVIOR OF CURVED AND SKEWED
I-GIRDER BRIDGE SYSTEMS DURING
CONSTRUCTION AND RECOMMENDATIONS
FOR PRACTICE by Cagri Ozgur, Donald W. White and Roberto T. Leon
STABILITY EVALUATION OF THIN-WALLED STEEL TUBULAR COLUMNS SUBJECTED TO CYCLIC BIDIRECTIONAL LOADING by Iraj H.P. Mamaghani, Saman Montazeri and Navid Nemati
INELASTIC ANALYSIS AND DUCTILITY
EVALUATION OF CONCRETE-FILLED
THIN-WALLED STEEL TUBULAR COLUMNS
UNDER CYCLIC LOADING by Iraj H.P. Mamaghani, Ersoz Erdogan, Navid Nemati and Tala Shokri
|
