With large scale shaking table tests

the effects of dip direction

strike

vertical direction

slope surface direction

dip angle and direction perpendicular to slope surface on seismic response of inclined and layered site are studied. The research results show that the amplification effect of inclined site in dip direction trends to increase with increasing dip angle of strata. In strike

the amplification effect of inclined site is stronger than that in horizontal layered site when the dip angle is less than 12.5°; in both dip and strike directions

when the dip angle reaches to 12.5°

the site has an amplification influence on the part of T ≤0.1 s period in response spectrum and a weakening influence on the part of T >0.1 s period. In the vertical direction

the amplification effect of inclined and layered site is stronger than that of the horizontal layered site with increasing dip angle. The amplification effect of inclined and layered site in slope surface direction is less than that of horizontal layered site

while the amplification effect in the direction perpendicular to slope surface is stronger than that of horizontal layered site. The research results provide a reference for construction design in inclined and layered sites with small dip angles.