ESTIMATION AND VERIFICATION OF THE PROPAGATING DIRECTION OF RAYLEIGH WAVE BY PHASE OF H/V SPECTRAL RATIO OF SEISMIC GROUND …
K HATA, T SAWADA, A MIKAMI… - Journal of Japan …, 2005 - jstage.jst.go.jp
抄録 本研究は, 地震動のコーダ部にレイリー波が多く含まれているという前提のもとに, 1
観測点で抽出された地震動の水平成分と鉛直成分のスペクトル比 (H/V スペクトル比) …
観測点で抽出された地震動の水平成分と鉛直成分のスペクトル比 (H/V スペクトル比) …
レイリー波とラブ波の振幅比が微動の水平鉛直スペクトル比に与える影響
時松孝次, 新井洋 - 日本建築学会構造系論文集, 1998 - jstage.jst.go.jp
抄録 An analytical method is presented for computing horizontal-to-vertical spectral ratios
(H/V) of Rayleigh and surface waves propagating on a layered half-space, in which the …
(H/V) of Rayleigh and surface waves propagating on a layered half-space, in which the …
微動とS 波, P 波, coda から求められる地盤特性の違いとその理論的解釈
佐藤智美, 川瀬博, 松島信一 - 地震第2 輯, 1998 - jstage.jst.go.jp
抄録 We examine the differences of empirical site characteristics among S-wave, P-wave,
coda, and microtremors and interpret them theoretically. Data used in this study are …
coda, and microtremors and interpret them theoretically. Data used in this study are …
微動と地震動から推定された地盤特性の比較
趙伯明, 堀家正則, 竹内吉弘, 川瀬博 - 地震第2 輯, 1997 - jstage.jst.go.jp
抄録 We compare site-specific response characteristics inferred from microtremors with
those from seismic shear waves in terms of (1) predominant frequencies (PP),(2) horizontal …
those from seismic shear waves in terms of (1) predominant frequencies (PP),(2) horizontal …
強震記録から推定したK-NET・JMA 小千谷における表層地盤の非線形性状
時松孝次, 関口徹, 三浦弘之, 翠川三郎 - 日本建築学会構造系論文集, 2006 - jstage.jst.go.jp
抄録 The peak ground acceleration at K-NET in Ojiya during the Mid Niigata Prefecture
Earthquake in 2004 is significantly larger than that at JMA in Ojiya, while the trend reverses …
Earthquake in 2004 is significantly larger than that at JMA in Ojiya, while the trend reverses …
2005 年福岡県西方沖の地震の余震観測に基づく警固断層周辺の不整形地盤による地盤増幅特性の評価
元木健太郎, 山中浩明, 瀬尾和大… - 日本建築学会構造系論文集, 2006 - jstage.jst.go.jp
抄録 We conducted aftershock observations in Chuo Ward, Fukuoka city to make clear
reasons why building damage had been concentrated near Kego Fault during the 2005 …
reasons why building damage had been concentrated near Kego Fault during the 2005 …
神戸市街地直下における基盤岩深度分布の推定: やや長周期微動の水平/上下スペクトル比に基づく評価
石田寛, 野澤貴, 古屋伸二, 高井剛… - … 建築学会構造系論文集, 1996 - jstage.jst.go.jp
抄録 Long-period microtremors were observed at 63 ooints in Kobe urban area after the
1995 Hyogo-ken Nanbu Earthquake. The purpose of the observation was to clarify the depth …
1995 Hyogo-ken Nanbu Earthquake. The purpose of the observation was to clarify the depth …
小田原市内での強震観測とそれに基づく地盤特性の検討
松岡昌志, 翠川三郎, 内山泰生 - 地震第2 輯, 1997 - jstage.jst.go.jp
抄録 A dense strong-motion array in the central part of Odawara city, Japan has been
installed for understanding the detailed spatial distribution of ground motion characteristics …
installed for understanding the detailed spatial distribution of ground motion characteristics …
斜面地盤が短周期微動のH/V スペクトルと分散曲線に与える影響-2.5 次元表面波入射解析による検討
中川博人, 中井正一 - 日本建築学会構造系論文集, 2010 - jstage.jst.go.jp
抄録 In this paper, wave propagation in an irregular ground due to incident surface waves is
formulated by combining the 2.5 dimensional thin layered element method and the 2.5 …
formulated by combining the 2.5 dimensional thin layered element method and the 2.5 …
地震動シミュレーションのための琵琶湖周辺地域の3 次元深部地下構造モデル
鈴木晴彦, 森野道夫, 岩本鋼司, 劉瑛, 藤原広行… - 地震第2 輯, 2005 - jstage.jst.go.jp
抄録 Biwako-seigan fault zone is one of the most active faults in Japan, located around
western shore of Lake Biwa. According to The Headquarters for Earthquake Research …
western shore of Lake Biwa. According to The Headquarters for Earthquake Research …