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The 2008 SSRC Annual
Stability Conference was heldApril 2-51, 2008 in Nashville, Tennessee.. 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
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Contents
INELASTIC BEHAVIOR OF THIN STEEL PLATES SUBJECTED TO CYCLIC COMPRESSION AND TENSION by Iraj H.P. Mamaghani
CONTEMPORARY THEORIES OF BUILT-UP COMPRESSION MEMBERS
by Ghada Elmahdy
EARTHQUAKE LIMIT STATES FOR CURVED STEEL BRIDGES by Junwon Seo and Daniel G. Linzell
ACCOUNTING FOR RESIDUAL STRESSES IN THE SEISMIC STABILITY OF NONLINEAR BEAM-COLUMN ELEMENTS WITH CROSS-SECTION FIBER DISCRETIZATION by C.P. Lamarche and R. Tremblay
PERFORMANCE-BASED ANALYSIS OF COMPOSITE STEEL-CONCRETE STRUCTURES UNDER FIRE CONDITIONS by Alexandre Landesmann, Daniel Lemos Mouco and Eduardo de Miranda Batista
EXPERIMENTAL STUDY ON ASEISMIC STRENGTHENING METHOD OF STEEL-PIPE PIERS USING ARAMID FIBER SHEET
by Masato Komuro, Norimitsu Kishi and Wai-Fah Chen
AN ASSESSMENT OF THE LEVEL OF LATERAL FLANGE BENDING IN SKEWED AND CURVED GIRDER BRIDGES DUE TO CONCRETE PLACEMENT by Nohemy Y. Galindez and Karl E. Barth
COMPARISON OF DESIGN METHODS FOR LOCALLY SLENDER STEEL COLUMNS by B. Schafer and M. Seif
LATERAL-TORSIONAL BUCKLING STRENGTH OF PRISMATIC AND WEB-TAPERED BEAMS by Yoon Duk Kim and Donald W. White
A NEW 3D CO-ROTATIONAL BEAM-COLUMN ELEMENT by Bulent Alemdar and Donald W. White
EXPERIMENTAL STUDY OF OPEN WEB STEEL JOISTS WITH CRIMPED CRITICAL WEB MEMBERS by E.T. Buckley, D.W. Dinehart, P.S. Green, S.P. Gross and J.R. Yost
GBT-BASED POST-BUCKLING ANALYSIS OF THIN-WALLED STEEL MEMBERS AND FRAMES by C. Basaglia, D. Camotim and N. Silvestre
IMPERFECTION SENSITIVITY AND RELIABILITY USING SIMPLE BAR-SPRING MODELS FOR STABILITY by V.M. Zeinoddini, L.L. Graham-Brady and B.W. Schafer
SYSTEM BUCKLING OF I-SHAPED GIRDERS by Todd Helwig, Joseph Yura, Reagan Herman and Chong Zhou
A UNIQUE BUCKLING MODE FOR COLD-FORMED STEEL FRAMED SHEAR WALL WITH SHEET STEEL SHEATHING by Cheng Yu
FLANGE ANCHORING MECHANISM DEVELOPED IN PLATE GIRDRES UNDER SHEAR by Sung. C. Lee, Doo S. Lee, Chan S. Park and Chai H. Yoo
FLEXURAL STIFFNESS LIMITS FOR FRAME MEMBERS OF STEEL PLATE SHEAR WALL SYSTEMS by Mehdi Dastfan and Robert G. Driver
PERFORMANCE-BASED FIRE RESISTANT DESIGN FOR CONCRETE-FILLED HSS COLUMNS by V.K.R. Kodur and R. Fike
SHEAR STRENGTH OF HORIZONTALLY CURVED COMPOSITE I-GIRDERS by N.E. Shanmugam, M.A. Basher and A.R. Khalim
DESIGN OF TAPERED BEAM-COLUMNS by Xian-Xing Li
POST-BUCKLING BEHAVIOR OF COLD-FORMED STEEL LIPPED CHANNEL COLUMNS AFFECTED BY DISTORTIONAL/GLOBAL MODE INTERACTION by Pedro Borges Dinis and, Dinar Camotim
LATERAL TORSIONAL BUCKLING OF CHANNEL SECTIONS LOADED IN BENDING by Dagowin la Poutre
ON THE INELASTIC STRENGTH OF BEAM-COLUMS UNDER BIAXIAL BENDING by Ronald D. Ziemian, Dong-Woo Seo and William McGuire
STABILITY CONSIDERING PERMANENT METAL DECK FORMS DURING CONSTRUCTION OF LONG SPAN BRIDGES by Shekhar S. Patil, Ramy S. Abdalla and James S. Davidson
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