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1. An Assessment of the Eurocode 3 Simplified Formulas for Distortional Buckling of Cold-Formed Steel Lipped Channels

2. REPRESENTAÇÕES SOCIAIS DE PROFESSORAS DE CIÊNCIAS NOS ANOS FINAIS DO ENSINO FUNDAMENTAL E O ENSINO DA ASTRONOMIA

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6. Mode interaction in cold‐formed steel members: state‐of‐art report

7. Mode interaction in cold‐formed steel members: state‐of‐art report

10. On the direct strength method design of columns against global failures

11. Post-buckling behaviour of thin-walled regular polygonal tubular columns undergoing local-distortional interaction

12. On the local and distortional post-buckling behaviour of thin-walled regular polygonal tubular columns

13. Análise das produções sobre formação de professores de ciências dos anos finais do ensino fundamental e o ensino da astronomia

14. Acute disseminated encephalomyelitis after mumps infection in a vaccinated patient

15. Proposal to Improve the DSM Design of Cold-Formed Steel Fixed-Ended Columns Failing in Global Modes

17. Distortional-global interaction in lipped channel and zed-section beams: Strength, relevance and DSM design

18. On the mechanics of local-distortional interaction in thin-walled lipped channel beams

19. Review: Interactive behaviour, failure and DSM design of cold-formed steel members prone to distortional buckling

21. GBT-based assessment of the mechanics of distortional-global interaction in thin-walled lipped channel beams

23. On the mechanics of distortional-global interaction in fixed-ended columns

24. Metodologias ativas na formação continuada de professores de Física: os discursos dos professores

25. Post-buckling behaviour of thin-walled regular polygonal tubes subjected to bending

26. Local-distortional interaction in cold-formed steel beams: Behaviour, strength and DSM design

28. 07.03: Distortional-global interaction in lipped channel beams: Part II: Strength, relevance and DSM design

29. Experimental investigation on cold-formed steel lipped channel beams affected by local-distortional interaction under non-uniform bending

30. Behaviour and DSM design of stiffened lipped channel columns undergoing local-distortional interaction

31. On the influence of local-distortional interaction in the behaviour and design of cold-formed steel web-stiffened lipped channel columns

32. Numerical simulation and design of stainless steel columns under fire conditions

33. Uniformly bent CFS lipped channel beams experiencing local-distortional interaction: Experimental investigation

34. A new modal theory for wrinkling analysis of stretched membranes

35. Experimental investigation on cold-formed steel stiffened lipped channel columns undergoing local-distortional interaction

36. Improving the Direct Strength Method prediction of column flexural-torsional failure loads

37. Modal analysis and imperfection sensitivity of the post-buckling behaviour of cylindrical steel panels under in-plane bending

38. Enhanced Geometrically Nonlinear Generalized Beam Theory Formulation: Derivation, Numerical Implementation, and Illustration

39. On the relevance of local–distortional interaction effects in the behaviour and design of cold-formed steel columns

40. Local–Distortional Interaction in Cold-formed Steel Columns: Mechanics, Testing, Numerical Simulation and Design

41. Statistical analysis of timber–concrete connections – Mechanical properties

42. On the post-buckling behaviour and imperfection sensitivity of regular convex polygonal columns

43. Webquest and Affectivity Found in the Acquisition of Mathematical Knowledge by Senior High School Students

44. Modal analysis of the post-buckling behaviour of cylindrical steel panels under compression: Imperfection sensitivity and local2 interaction

45. Direct strength method—a general approach for the design of cold-formed steel structures

46. Distortional failure of cold-formed steel beams under uniform bending: Behavior, strength and DSM design

47. On the direct strength design of cold-formed steel columns failing in local-distortional interactive modes

48. On the distortional-global interaction in cold-formed steel columns: Relevance, post-buckling behavior, strength and DSM design