Eine Plattform für die Wissenschaft: Bauingenieurwesen, Architektur und Urbanistik
Eine Plattform für die Wissenschaft: Bauingenieurwesen, Architektur und Urbanistik
Berichtigung: Frames with unique global and local imperfection in the shape of the elastic buckling mode. Part 1. Stahlbau 82 (2013), H. 8, S. 609–617, Part 2. Stahlbau 83 (2013), H. 9, S. 684–694.
Comments a) Comment to Table 1 in Stahlbau 2013/8 Formulae in Table 1 may be used for following purposes: 1. Determination of the position for the critical cross‐section m 2. Calculation of ηinit,m(x), ηinit,m,m and MIIhinit,m(x) 3. Elastic verification of the buckling resistance 4. Plastic verification of the buckling resistance aa) For the elastic verification of the buckling resistance: Use all the formulae with elastic cross‐section characteristics for purposes 1, 2, 3. ab) For the plastic verification of the buckling resistance: For purposes 1and 2 use all the formulae with elastic cross‐section characteristics For purpose 4 use the formula (15) with MRd(x) = Mpl,Rd(x) b) Comment to Table 4 and Table 6 Due to the error in 5.1.1.2 b) and c) shown in the table above the values of NIIhint and of MIIhint in the table 4 are 1,133‐times greater than the correct ones. But the difference in utilisation for frame columns shown in the column [5.2.2(3) b + 5.3.2(11)] in the table 6 is due to small contribution of imperfections effect negligible and conclusions in 6 are not INFluenced by this. Wir bitten um Entschuldigung und Beachtung. Die Redaktion
Berichtigung: Frames with unique global and local imperfection in the shape of the elastic buckling mode. Part 1. Stahlbau 82 (2013), H. 8, S. 609–617, Part 2. Stahlbau 83 (2013), H. 9, S. 684–694.
Comments a) Comment to Table 1 in Stahlbau 2013/8 Formulae in Table 1 may be used for following purposes: 1. Determination of the position for the critical cross‐section m 2. Calculation of ηinit,m(x), ηinit,m,m and MIIhinit,m(x) 3. Elastic verification of the buckling resistance 4. Plastic verification of the buckling resistance aa) For the elastic verification of the buckling resistance: Use all the formulae with elastic cross‐section characteristics for purposes 1, 2, 3. ab) For the plastic verification of the buckling resistance: For purposes 1and 2 use all the formulae with elastic cross‐section characteristics For purpose 4 use the formula (15) with MRd(x) = Mpl,Rd(x) b) Comment to Table 4 and Table 6 Due to the error in 5.1.1.2 b) and c) shown in the table above the values of NIIhint and of MIIhint in the table 4 are 1,133‐times greater than the correct ones. But the difference in utilisation for frame columns shown in the column [5.2.2(3) b + 5.3.2(11)] in the table 6 is due to small contribution of imperfections effect negligible and conclusions in 6 are not INFluenced by this. Wir bitten um Entschuldigung und Beachtung. Die Redaktion
Berichtigung: Frames with unique global and local imperfection in the shape of the elastic buckling mode. Part 1. Stahlbau 82 (2013), H. 8, S. 609–617, Part 2. Stahlbau 83 (2013), H. 9, S. 684–694.
Chladný, E. (Autor:in) / Štujberová, M. (Autor:in)
Stahlbau ; 83 ; 64
01.01.2014
1 pages
Aufsatz (Zeitschrift)
Elektronische Ressource
Deutsch