TY - JOUR
T1 - Corrigendum to “Reliability assessment of EC3-1-5 methodology of welded slender cross-sections under direct stresses” [Journal of Constructional Steel Research 160 (2019) 301–319] (Journal of Constructional Steel Research (2019) 160 (301–319), (S0143974X1930327X), (10.1016/j.jcsr.2019.05.035))
AU - Martins, J. P.
AU - Simões da Silva, L.
AU - Tankova, T.
AU - Craveiro, H. D.
PY - 2021/2
Y1 - 2021/2
N2 - The authors regret the use of αp = 0.7 at the end of paragraph “4.6. Critical assessment of the results”. Where it reads “αp=0.7 and λ0=0.7” it should be “αp=0.34 and λ0=0.7”. This correction does not affect in any degree the conclusions made in the paper. Moreover, the EN1993-1-5, Annex B curve in Fig. 13a) is correctly plotted, i.e. using αp = 0.34 and λ0 = 0.7. The authors would like to apologise for any inconvenience caused.
AB - The authors regret the use of αp = 0.7 at the end of paragraph “4.6. Critical assessment of the results”. Where it reads “αp=0.7 and λ0=0.7” it should be “αp=0.34 and λ0=0.7”. This correction does not affect in any degree the conclusions made in the paper. Moreover, the EN1993-1-5, Annex B curve in Fig. 13a) is correctly plotted, i.e. using αp = 0.34 and λ0 = 0.7. The authors would like to apologise for any inconvenience caused.
UR - http://www.scopus.com/inward/record.url?scp=85097372454&partnerID=8YFLogxK
U2 - 10.1016/j.jcsr.2020.106478
DO - 10.1016/j.jcsr.2020.106478
M3 - Comment/Letter to the editor
AN - SCOPUS:85097372454
SN - 0143-974X
VL - 177
JO - Journal of Constructional Steel Research
JF - Journal of Constructional Steel Research
M1 - 106478
ER -