To apply adhesion joint for the real steel structures, physical degradation factors of adhesion joints havebeen investigated.In this study, following two physical degradation factors have been considered. The first factor is the fatigue damage induced by earthquakes and winds. The second factor is the fatigue damage induced by thermal stress due to the change of temperature. Based on the above two factors, fatigue test conditions have been determined. Results of the fatigue tests show that this adhesion joint was not destroyed by not only fatigue cycle corresponding with 90 year life but also about 1.5 times adhesion shear stress occurred by the above damage factors in real steel structure. In addition, the experimental samples which were chemically damaged have been also supplied for fatigue tests, where in these samples were deserved for 90 years shown in the first report, and its reliability have been also confirmed. As a result, it has been shown that the adhesion joint has are liability to confirm over 90 years that was necessary for long-life houses.
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