Abstract: In the report， in order to study the mechanical properties of lintel-column joint of traditional style architecture， the three lintel-column nodes with the steel and concrete composite were designed， and the quick dynamic loading test was performed， the failure characteristics and restoring force characteristic curve， and the key influencing factors of stress mechanism and the shear bearing capacity were analyzed. The results indicated that the lintel-column joints of traditional style buildings with steel-concrete composite structure have high bearing capacity， the hysteretic curve is pretty full， and the displacement ductility factors are increased. Based on the correlation analysis， it is verified that the existing calculation formula of shear capacity of joints can be used for the calculation of traditional style building joints， and based on the results， the reduction coefficient of shear capacity of section steel was obtained.