1 |
Friche, W. and Paetzold, H., 1995. Fatigue strength assessment of scallops - and example for the application of nominal and local stress approaches. Marine structures, 8(4), pp.423-447.
DOI
|
2 |
Hashida, T., Fujihira, S. and Arimochi, K., 1999. Application of large heat input automatic welding process to beam-tocolumn connection of steel framed structures(1st Report). Welding international, 13(6), pp.448-460.
DOI
|
3 |
Kim, J.R., Kim, S.B. and Kwon, J.Y., 2008. Study on elasto-plastic behavior of column to beam connection with 600MPa high performance steel(SM 570 TMC). Journal of Korean Society of steel construction, 20(6), pp.691-700.
|
4 |
Minami, K., Mori, T. and Horikawa, H., 2003. Fatigue test on large-scale welded girder specimens with hot dip galvanizingfatigue strength of welded joints by hot dip galvanizing(Report2). Quarterly journal of the Japan Welding Society, 21(4), pp.584-591.
DOI
|
5 |
Mori, M., Nakagomi, T., Suzuki, I. and Kim, C.S., 2009. Source and prevention of cracking of hop-dip galvanization coating for steel beam-column joints. Quarterly journal of the Japan Welding Society, 27(1), pp.41-47.
DOI
|
6 |
Satoru, A., Tadao, N. and Susumu, M., 2008. Brittle fracture of structural members consist of different steel materials. Journal of Structural and Construction Engineering, 73(626), pp.647-652.
DOI
|
7 |
Takeshi, M. and Hideaki, H., 2011. Fatigue tests and stress analyses on connections between deck plates, transverse ribs and trough ribs in steel orthotropic deck. Journal of Japan Society of Civil Engineers, 67(1), pp.95-107.
|
8 |
Wei, Z., 2007. Study on the influence of scallop structure on a seismic behavior of beam-column welding connection in steel frames. Industrial construction, 37(7), pp.78-81.
|