|
The 2007 SSRC Annual
Stability Conference was heldApril 18-21, 2007 in New Orleans, Louisiana. This conference was the hosted by the AISC's
North American Steel Construction Conference. This 598 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
CONNECTIONS ACROSS THE WORLD'S LONGEST UNDEFENDED BORDER by D.J. Laurie Kennedy
ON THE USE OF FIBER REINFORCED COMPOSITES
TO IMPROVE STRUCTURAL DUCTILITY IN STEEL FLEXURAL MEMBERS
by N. B. Accord, C.J. Earls, K.A. Harries
OBSERVATIONS OF EIGENVALUE BUCKLING ANALYSIS WITHIN A FINITE CONTEXT by
Christoper J. Earls
THE CONCEPT OF POSITIONAL INSTABILITY AND ITS USE FOR LATERAL-TORSIONAL BUCKLING ANALYSIS OF UNBRACED STEEL FRAMES by Konstantin Ashkinadze
OUT-OF-PLANE INSTABILITY CONSIDERING FRAME-MEMBER INTERACTION by Ian MacPherson, Gilbert Y. Grondin
UNSTABLE PLASTIC HINGE FORMATION IN STIFFENED STEEL PLATES
by Ming Jin, Gilbert Y. Grondin
DESIGN OF WRAP-AROUND GUSSET PLATES by Bo Dowswell, Fouad H. Fouad
DESIGN OF DISCONTINUOUS COLUMNS FOR AXIAL LOAD AND END-ROTATIONS IN RIGID JOINTED BRACED FRAMES by C.M. King
ANALYTICAL EXAMINATION OF BEHAVIOR OF HORIZONTALLY CURVED BEAM by Dongjoo Kim, Ben T. Yen
DISTORTIONALBUCKING IN STEEL I-GIRDERS by Geoffrey Burrell, Jennifer Righman McConnell
DESIGN OF STEEL BEAM-COLUMNS IN STEEL SWAY FRAMES: FROM THE ACTUAL MEMBER TO A SIMPLY SUPPORTED EQUIVALENT ONE by T. Hansoulle, N. Boissonade, R. Goncalves, D. Camotim, J.P. Jaspart
IN-PLANE STABILITY OF CIRCULAR STEEL ARCHES WITH VARIABLE SUBTANDED ANGLES by Dagowin B. la Poutre
BENDING CAPACITY OF COLD-FORMED STEEL PURLINS WITH TORSIONAL BRACING USING THE BASE TEST by Shideh Shandravan, Chris Ramseyer
BEHAVIOR AND DESIGN OF COLD-FORMED STEEL JOISTS WITH EDGE STIFFENED PERFORATIONS by Cheng Yu
PRACTICAL BUCKLING SOLUTIONS FOR WEB-TAPERED MEMBERS by Yoon Duk Kim, Donald W. White
INELASTIC BENDING CAPACITY IN COLD-FORMED STEEL MEMBERS by Y. Shifferaw, B.W. Schafer
RECOMMENDATIONS FOR THE USE OF DIRECT SECOND-ORDER INELASTIC ANALYSIS TO DESIGN STEEL FRAMES by A.E. Surovek, D.W. White, R.D. Ziemian, D. Camotim, J.F. Hajjar, L.H. Teh
STABILITY INVESTIGATION OF STEEL MEMBERS AND FRAMES UNDER FIRE CONDITIONS by Jiro Takagi, Gregory Deierlein
LATERAL BRACE FORCES IN SINGLE SPAN Z-SECTION ROOF SYSTEMS WITH INTERIOR RESTRAINTS USING THE COMPONENT STIFFNESS METHOD by Michael W. Seek, Thomas M. Murray
BEAM BRACING BEHAVIOR OF SHEAR DIAPHRAGM SYSTEMS by Todd A. Helwig, Joseph A. Yura
ON STABILITY OF TRANSVERSE STIFFENERS by Darko Beg, Jaka Dujc
GBT-BASED ANALYSIS OF THE LOCAL-PLATE DISTORTIONAL AND GLOBAL BUCKLING BEHAVIOR OF THIN-WALLED STEEL FRAMES by C. Basaglia, D. Camotim, N. Silvestre
ON THE POST-BUCKING BEHAVIOR OF COLD-FORMED STEEL LIPPED CHANNEL BEAMS AFFECTED BY LOCAL-PLATE/DISTORTIONAL BUCKLING MODE INTERACTION by Ana Martins, Pedro B. DInis, Dinar Camotim
STEEL PLATE SHEAR WALLS FABRICATED WITH PARTIALLY ENCASED COMPOSITE COLUMNS by Xiaoyan Deng, Robert G. Driver
ADVANCING THE USE OF COMPUTATION IN DESIGN FOR STABILITY: A CASE STUDY OF THE BUCHAREST DOME USING SYMMETRY-ADAPTED COMPUTATION by Marco T. LoRicco, Christopher M. Papadopoulos
COLUMN STABILITY UNDER FIRE LOADING USING FUNDAMENTAL SECTION BEHAVIOR by Amit H. Varma, Sangdo Hong
TRANSVERSE STIFFENERS OF COMPRESSION PANELS by Byung H. Choi, Chai H. Yoo
PROPOSED METHOD FOR THE PREDICTION OF LATERAL RESTRAINT FORCES IN METAL BUILDING ROOM SYSTEMS by Jeff M. Sears, Thomas M. Murray
BUCKLING, POST-BUCKLING AND ULTIMATE STRENGTH OF COLD-FORMED STEEL LIPPED CHANNEL MEMBERS UNDER FIRE CONDITION by M.C. Alves, E.M. Batista, D. Camotim
INELASTIC CYCLIC ANALYSIS AND STABILITY EVALUATION OF STEEL BRACES OF BOX SECTION by Iraj H.P. Mamaghani
NUMERICAL ANALYSES OF CYCLIC SHEAR DEFORMATION RESPONSE OF SHORT BEAMS WITH SANDWICH WEBS by Peter Dusicka, Gregory Lewis
|
