Paper No. ST/2003/023877 “Long-Term Behavior of Timber-Concrete Composite Beams. I: Finite Element Modeling and Validation” by Massimo Fragiacomo and Ario Ceccotti List of corrections 1) Page 1, footnote: Change the affiliation of the first author as follows: Senior Lecturer, Dept. of Civil Engineering, Univ. of Canterbury, Private Bag 4800, Christchurch 8020, New Zealand. E-mail: massimo.fragiacomo@canterbury.ac.nz 2) Page 1, right column, 3rd paragraph, 6th line: change “static scheme” into “case”. 3) Page 2, left column, par. “Kinematic hypothesis”, 3rd bullet points: change “crosssections” into “cross sections”. 4) Page 2, right column, eq. (6): change “ (t / c n ) ” into (t ) / c n . 5) Page 3, right column, eq. (13): change “[ 1 e (( t ) / wn ) ]” into 1 e ( t ) / w n . 6) Page 3, right column, below eq. (13): change “kelvin” in “Kelvin”. 7) Page 3, right column, eq. (14): change “[ 1 e 8) Page 4, left column, eq. (15): change “ e c f ( ( t ) / f n ) ]” into 1 e (t ) / f n . du (1 ) ” into “ exp c t du ( ) ”. f 1 t 9) Page 4, left column, par. “The solving linear system”, 5th line: add “(Fragiacomo 2005)” after “the trapezoidal rule for every step k”. 10) Page 4, right column, par. “Effect of environmental thermohygrometric variations”, 3rd line: change “thermo-hygrometric” into “thermohygrometric”. 11) Page 6, left column, par. “Florence test”, 2nd line above the end of page: add “the” before “sunrise”. 11) Page 7, left column, 2nd par., 11th line: change “inertia” into “area”. 12) Page 8, left column, 1st line at the top: change “such differences” into “such a difference”. 13) Fig. 9: change the whole figure since the ordinate of the top figure, T [°C], is missing (refer to the MS Word file sent by e-mail). 1 40 30 20 10 0 -10 T [°C] t [years] 0 1 2 3 4 5 (a) 0.18 0.17 0.16 0.15 0.14 0.13 u [-] t [years] 0 1 2 3 4 5 (b) Fig. 9. (a) Adopted environmental temperature history and (b) measured timber moisture content history for the EMPA test 14) Page 10: add the following reference: Fragiacomo, M. (2005). “A finite element model for long-term analysis of timberconcrete composite beams.” Structural Engineering & Mechanics, 20(2), 173-189. 2