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Disaster Prevention Research Center Aichi Institute Of Technology | 論文
- 21014 超高層建築物の固有周期における常時微動測定と設計値との差分に関する研究(建物の微動,構造II)
- 21512 四川地震被害地における建物の応答 : 常時微動観測による建物応答パラメーターの抽出(地震被害(1),構造II)
- Differences in ground motion and fault rupture process between the surface and buried rupture earthquakes
- Basin Structure Effects in the Kobe Area Inferred from the Modeling of Ground Motions from Two Aftershocks of the January 17, 1995, Hyogo-ken Nanbu Earthquake
- LESSON FROM THE 1995 HYOGO-KEN NANBU EARTHQUAKE : WHY WERE SUCH DESTRUCTIVE MOTIONS GENERATED TO BUILDINGS?
- SOURCE COMPLEXITY OF THE JANUARY 17,1995 HYOGOKEN-NAMBU EARTHQUAKE DETERMINED BY NEAR-FIELD STRONG MOTION MODELING : PRELIMINARY RESULTS
- STRONG MOTION RECORDS IN THE SOURCE AREA OF THE HYOGOKEN-NAMBU EARTHQUAKE, JANUARY 17,1995,JAPAN
- A FAULT RUPTURE MODEL OF THE 1995 HYOGOKEN NAMBU EARTHQUAKE (M_ =7.2) ESTIMATED BY THE EMPIRICAL GREEN'S FUNCTION METHOD
- Rupture process by waveform inversion using simulated annealing and simulation of broadband ground motions
- 経験的グリーン関数法を用いた震源のモデル化と地盤の非線形性を考慮した地震動評価--2005年福岡県西方沖の地震と2007年能登半島地震への適用
- 耐震設計審査指針とバックチェック
- 原子力発電所における耐震とは何か
- Focusing of seismic Waves along the Uemachi Fault: Damage in the Osaka Area Caused by the 1995 Hyogo-ken Nanbu Earthquake and a Subsurface Geologic Structure
- Estimation of High-frequency Wave Radiation Areas on the Fault Plane of the 1995 Hyogo-ken Nanbu Earthquake by the Envelope Inversion of Acceleration Seismograms
- ARRAY OBSERVATION OF AFTERSHOCKS OF THE 1995 HYOGOKEN-NAMBU EARTHQUAKE AT HIGASHINADA WARD, KOBE CITY
- Source model of the 2007 Noto-Hanto earthquake (M_w 6.7) for estimating broad-band strong ground motion
- Attenuation Characteristics of Peak Ground Motions in the 1995 Hyogo-ken Nanbu Earthquake
- PRELIMINARY ANALYSIS OF NON-LINEAR SITE EFFECTS AT PORT ISLAND VERTICAL ARRAY STATION DURING THE 1995 HYOGOKEN-NAMBU EARTHQUAKE.
- Basin-Induced Love Waves in the Eastern Part of the Osaka Basin
- 東北地方太平洋沖地震に学ぶ 超巨大海溝型地震の特徴と今後の地震対策 (特集 東日本大震災 次なる地震への備え)