46 results on '"BOISSONNADE, NICOLAS"'
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2. Experimental and numerical investigations towards the lateral torsional buckling of cellular steel beams
3. O.I.C.-based design of extruded and welded aluminum I-sections
4. Improved fire design of steel I-sections under combined compression and bending
5. Fire local stability of steel I-sections under simple load cases
6. Design of mono-symmetric I-sections under combined load cases by the Overall Interaction Concept
7. Local and global instabilities of rolled T-section columns under axial compression
8. O.I.C.-based design of mono-symmetric I-sections under simple load cases
9. Local/global coupled instabilities of slender I-sections under compression
10. The Overall Interaction Concept for the design of hot-rolled and welded I-sections under combined loading
11. Cross-section capacity of RHS and SHS at elevated temperatures: Comparison of design methodologies
12. Steel I-sections resistance under compression or bending by the Overall Interaction Concept
13. Design of stainless steel cross-sections for simple load cases with the O.I.C.
14. Slenderness-based design criteria to allow for the plastic analysis of tubular beams
15. Recommendations on the geometrical imperfections definition for the resistance of I-sections
16. An innovative concrete-steel structural system for long-span structure allowing a fast and simple erection
17. Life Cycle Cost Assessment of an Existing All-Aluminum Bridge: Comparison of Two Deck Options
18. O.I.C.-Based Design of Aluminum Circular Hollow Sections under Compression or Pure Bending
19. Tests on Aluminum Sections with Simple and Complex Geometries
20. Experimental Characterization of the Resistance of Tubular Aluminum Sections
21. Preface of the 15th International Aluminium Conference
22. Statement of Peer Review
23. Lateral torsional buckling of hot rolled channel sections – Numerical simulations and design proposal
24. Influence of assumed geometric and material imperfections on the numerically determined ultimate resistance of hot-rolled U-shaped steel members
25. Experimental characterization of steel tubular beam-columns resistance by means of the Overall Interaction Concept
26. An Overall Interaction Concept for an alternative approach to steel members design
27. Elastic stability of U-shaped members in bending considering pre-buckling displacements
28. Life Cycle Cost Assessment of an Existing All-Aluminum Bridge: Comparison of Two Deck Options.
29. Behaviour and Design of I-Shaped Aluminium Sections.
30. O.I.C.-Based Design of Aluminum Circular Hollow Sections under Compression or Pure Bending.
31. Tests on Aluminum Sections with Simple and Complex Geometries.
32. Experimental Characterization of the Resistance of Tubular Aluminum Sections.
33. Interactive buckling of thin-walled rectangular hollow sections - a comparison between modified beam models and shell finite elements
34. Preface of the 15th International Aluminium Conference.
35. Statement of Peer Review.
36. New interaction formulae for beam-columns in Eurocode 3: The French–Belgian approach
37. 13.08: Plastic resistance of U sections under major-axis bending, shear force and bi-moments
38. Experimental and Numerical Investigations towards Lateral Torsional Buckling of Cellular Steel Beams
39. Mesures de déformées initiales de poutres métalliques : procédés topométriques au service d'essais statiques
40. Analyse des structures
41. Interactive buckling of thin-walled rectangular hollow sections - a comparison between modified beam models and shell finite elements
42. Design of cellular beams against lateral torsional buckling
43. Entwicklung eines allgemeinen Verfahrens für den Biegedrillknicknachweis von Verbundträgern im Bauzustand
44. LOCAL AND INTERACTIVE POST-BUCKLING OF RHS THIN-WALLED MEMBERS — COMPARING A NEW SPECIAL BEAM FINITE ELEMENT WITH SHELL FE MODELS
45. Experimental and numerical investigations for I-girders in bending and shear stiffened by closed trapezoidal stiffeners for use in steel bridges
46. Design of cellular beams against lateral torsional buckling.
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