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 |
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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 |
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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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