1. Haagensen, P. J., Dragen, A., Slind, T., and Orjasaeter, O. (1987). “Prediction of the improvement in fatigue life of welded joints due to grinding, TIG dressing — Weld shape control and shot peening.” Steel in Marine Structures, 15, pp. 689–698.
2. ISO (1998). Paints and varnishes-corrosion protection of steel structures by protective paint systems. Part 4: Types of surface and surface preparation. ISO 12944-4, International Organization for Standardization, Switzerland.
3. JSSC (1993). Fatigue design recommendations for steel structures. Japan Society of Steel Construction, Gihodo Shuppan (in Japanese).
4. Kim, I. T., Nhan, L. V. P., Kim, K. J., and Lee, D. U. (2008a). “The effect of blast cleaning for steel bridge painting on fatigue behavior of out-of-plane gusset welded joints.” Journal of Korean Society of Steel Construction, KSSC, 20(5), pp. 583–590 (in Korean).
5. Kim, I. T., Nhan, L. V. P., and Lee, D. U. (2008b). “Fatigue behavior of blast-treated out-of-plane gusset fillet welded joints.” International Journal of Steel Structure, 8(3), pp. 155–161.