Member stability according to DIN EN 1993-1-1

作者：Stroetmann Richard^*; Lindner Joachim

来源：Stahlbau, 2010, 79(11): 793-808.

DOI：10.1002/stab.201001379

Member stability according to DIN EN 1993-1-1 With regard to the upcoming national implementation of the Eurocodes as DIN EN versions the following paper presents design rules for member stability according to DIN EN 1993-1-1 After the survey of different design approaches and additions to imperfections of structural members, the equivalent member method (Level-l-formulae) will be systematically described and explained in detail Parallels and differences in comparison to DIN 18800-2 are shown in the context of respective design rules To place the focus on the basic essentials, this article concentrates on class 1 to 3 cross-sections The application of the design rules is demonstrated by means of examples

• 出版日期2010-11