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タイトル
和文:3次元多層地盤における地中鉛直点加振の応答変位に対するレイリー波と実体波の寄与 
英文: 
著者
和文: 田村 修次, 時松 孝次.  
英文: Shuji Tamura, KOHJI TOKIMATSU.  
言語 Japanese 
掲載誌/書名
和文:日本建築学会構造系論文集 
英文: 
巻, 号, ページ     No. 493    pp. 49-55
出版年月 1997年2月 
出版者
和文:一般社団法人日本建築学会 
英文: 
会議名称
和文: 
英文: 
開催地
和文: 
英文: 
DOI https://doi.org/10.3130/aijs.62.49_1
アブストラクト A numerical method is presented for computing ground surface displacements induced by a buried vertical point source in a three-dimensional layered elastic half-space. On the basis of parametric studies, the effects of source depth on the contribution of Rayleigh and body waves to the ground displacement are examined for two-layered media. It is shown that, when the source is in the surface layer, Rayleigh waves always dominate, except when the contrast between two layers are high and the normalized frequency is close to one. If the source is in the base layer, on the contrary, body waves tend to dominate in the frequency range slightly less than cutoff frequencies of higher Rayleigh modes.

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