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STABILITY, NON-LINEAR BEHAVIOUR AND DESIGN OF STEEL STRUCTURES
organised by D. Camotim and C. Basaglia

1.  THE INFLUENCE OF RESIDUAL STRESSES ON THE BUCKLING BEHAVIOUR OF RACK UPRIGHTS
M.M. Pastor, J. Bonada, F. Roure and M. Casafont
summary (html) - full paper (pdf) - reference
2.  INTERACTIVE BUCKLING OF THIN-WALLED I-SECTION COLUMNS
M.A. Wadee and L. Bai
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3.  THE BEHAVIOUR OF BEAM-COLUMN ELEMENTS WITH VARIABLE I CROSS-SECTIONS CONSIDERING LATERAL RESTRAINTS
I.M. Cristutiu and A.I. Dogariu
summary (html) - full paper (pdf) - reference
4.  FINITE ELEMENT ANALYSIS OF FAILURE MODES FOR CELLULAR STEEL BEAMS
B. Dervinis and A.K. Kvedaras
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5.  NUMERICAL EVALUATION OF COLUMN BASE RIGIDITY
J. Razzaghi and A. Khoshbakht
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6.  COMPUTATIONAL NON-LINEAR BUCKLING ANALYSIS OF AN ELASTICALLY RESTRAINED STEEL BEAM
I. Misiunaite and A. Juozapaitis
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7.  CALCULATION OF INITIAL POST-BUCKLING BEHAVIOUR OF MODERATELY THICK PLATES USING AN EXACT FINITE STRIP
S.A.M. Ghannadpour, H.R. Ovesy and E. Zia-Dehkordi
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8.  FINITE ELEMENT ANALYSIS OF LIGHT GAUGE STEEL PLATE SHEAR WALLS
E.B. Machaly, S.S. Safar and M.A. Amer
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9.  THIN-WALLED STRUCTURES: WARPING MODES
R.F. Vieira, F. Virtuoso and E.B.R. Pereira
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10.  SHEAR STRENGTH OF END WEB PANELS
S.S. Safar
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11.  NUMERICAL ANALYSIS AND MEASUREMENT OF NON-UNIFORM TORSION
J. Murin, T. Sedlar, V. Kralovic, V. Goga, A. Kalas and M. Aminbaghai
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12.  THE TORSION EFFECTS ON THE NON-LINEAR BEHAVIOUR OF THIN-WALLED BEAMS: A FINITE ELEMENT APPROACH
F. Mohri, N. Damil and M. Potier-Ferry
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13.  PROGRESSIVE COLLAPSE AND ROBUSTNESS OF STEEL FRAMED STRUCTURES
A. Formisano and F.M. Mazzolani
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14.  AXIAL-SHEAR FORCE-BENDING MOMENT INTERACTION IN ELASTOPLASTIC ANALYSIS OF STEEL FRAMES
M.M.S. Manola and V.K. Koumousis
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15.  ON THE IMPERFECTION SENSITIVITY OF THIN-WALLED FRAMES
S. Gabriele, N. Rizzi and V. Varano
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16.  IMPERFECTION SENSITIVITY ANALYSIS OF THE BEHAVIOUR OF SINGLE STOREY FRAMES WITH TAPERED WEB MEMBERS
I.M. Cristutiu and D.L. Nunes
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17.  THE INFLUENCE OF ELASTIC BOUNDARY CONDITIONS ON THE STABILITY OF STEEL FRAMES
P. Luhakooder and I. Talvik
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18.  STRUCTURAL DESIGN OF FRAMES ABLE TO PREVENT ELEMENT BUCKLING
F. Giambanco, S. Benfratello, L. Palizzolo and P. Tabbuso
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19.  NONLINEAR FLEXURAL-TORSIONAL DYNAMIC ANALYSIS OF BEAMS OF VARIABLE CROSS SECTION USING THE BOUNDARY ELEMENT METHOD: APPLICATION TO THE ANALYSIS OF WIND TURBINE TOWERS
E.J. Sapountzakis and I.C. Dikaros
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20.  NON-LINEAR DYNAMIC ANALYSIS OF STEEL-CONCRETE COMPOSITE FLOORS SUBJECTED TO HUMAN RHYTHMIC ACTIVITIES
E.D.C. Lopes, S.G. Gonçalves, C.M.R. Gaspar, J.G. Santos da Silva and S.A.L. de Andrade
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21.  THE EFFECTS OF SEISMIC LOADING ON PALLET RACK SEMI-RIGID JOINTS
K.O. Kwarteng, R.G. Beale, M.H.R. Godley and S.D. Thomson
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22.  COMPUTER-BASED NONLINEAR ANALYSIS FOR THE SEISMIC PERFORMANCE ASSESSMENT OF THREE-DIMENSIONAL STEEL FRAMEWORKS
C.G. Chiorean, G. Tarta, I. Marchis and M. Buru
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23.  FINITE ELEMENT ANALYSIS OF WALKING VIBRATION PROBLEMS FOR TUBULAR STEEL-CONCRETE COMPOSITE FOOTBRIDGES
G.L. Debona, J.G. Santos da Silva, A.C.C.F. Sieira, P.C.G. da S. Vellasco and L.R.O. de Lima
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24.  A HYSTERETIC DISPLACEMENT BASED FIBRE BEAM ELEMENT
I.A. Gkimousis and V.K. Koumousis
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25.  DIRECT STRENGTH METHOD TO PREDICT THE RESISTANCE OF COLD-FORMED STEEL COLUMNS AGAINST LOCAL-DISTORTIONAL INTERACTIVE FAILURE
P.B. Dinis and D. Camotim
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26.  NUMERICAL ANALYSIS AND MODEL CALIBRATION FOR PERFORATED PALLET RACK UPRIGHTS
A. Crisan, V. Ungureanu and D. Dubina
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27.  THE OPTIMAL DRIFT DESIGN METHOD TO CONTROL THE ELASTIC AND INELASTIC PERFORMANCE OF STEEL MOMENT FRAMES
S.W. Choi, J.H. Lee, Y.S. Kim and H.S. Park
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28.  BUCKLING, POST-BUCKLING, COLLAPSE AND DESIGN OF THIN-WALLED STEEL CONTINUOUS BEAMS AND FRAMES
C. Basaglia, D. Camotim and H.B. Coda
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29.  A FINITE ELEMENT STUDY OF THE SEVERE TEMPERATURE EFFECT ON THE BEHAVIOUR OF ELLIPTICAL HOLLOW SECTION COLUMNS
N. Goodfellow, F. Ali, T. Scullion, A. Nadjai and J. Gardner
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30.  APPLICATION OF DIRECT STRENGTH METHOD DESIGN TO DISTORTIONAL BUCKLING RESISTANCE OF THIN-WALLED STEEL COLUMNS EXPOSED TO FIRE
A. Landesmann and D. Camotim
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31.  LOCAL AND GLOBAL STABILITY ANALYSIS OF A LARGE FREE SPAN STEEL ROOF STRUCTURE
Z. Nagy, I.M. Cristutiu and Z. Kiss
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32.  NUMERICAL EVALUATION OF CHORD FAILURE RESISTANCE FOR MULTI-INTERSECTION TUBULAR JOINTS WITH NON-REGULAR GEOMETRY: A CASE STUDY
R. Gori, A. Mastropasqua and M. Zanchin
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33.  A PARAMETRIC STUDY OF COLD-FORMED STEEL BOLTED JOINTS IN PITCH-ROOF PORTAL FRAMES
Z. Nagy and P. Pernes
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34.  A STUDY ON THE BEHAVIOUR OF H-SHAPED BEAM-TO-COLUMN CONNECTIONS WITH NEWLY REFORMED T-STUBS
S.M. Shin and D.K. Lee
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35.  NONLINEAR FINITE ELEMENT MODELLING OF WELDED PINNED CONNECTIONS WITH AND WITHOUT WEB ANGLES
J. Razzaghi and A. Pourali
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36.  INTRODUCING AN INNOVATIVE COLUMN SPLICING TECHNIQUE FOR STEEL STRUCTURES
M. Foroughi and M.A. Barkhordari
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