In 6rder to perfb 皿 time history earthquake response analyses in consideration of both the dynamic soi1 − s恤 cture interaction and . the nonlinear behavier Df the structure , it is important to transforrn the soi1 impedance in the . frequency domain to an impulse response in the time domain. lhe author have stridied the . time domain evaluation of soil impe 口 ance , and proposed a transfbm method . In this paper, deeply embedded structures 血 the layered soil were investigated based on embedded SR modeL 皿 ke strong frequency Clepende 皿 t soil impeqange was transformed to the impulse respons . e , and earthquake response analyses were carried out in the time domain. The e伍 cacy of 山 e proposed method was co 面 med 山 rough these s 血 dies . κ砂 WO7 ぬ 5b豆'3r 厂ucture lnteractien