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境 有紀

ALUMNI 2026年6月現在、筑波大学が主たる所属機関ではありません

Sakai, Yuki

京都大学 , 教授
Kyoto University , Faculty of Engineering, Information and Systems , Professor

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  1. 1. Damage Situation Around the Strong Motion Stations in the 2022 off Fukushima Prefecture Earthquake and Correspondence of Damage to Buildings with Strong Ground Motions Shunsuke NAKAZAWA; Masashi SHIOMITSU; SAKAI Yuki; Yudai FUJITANaoki EGUCHI
      Journal of Japan Association for Earthquake Engineering 26: 2_187 (2026) Semantic Scholar
  2. 2. Damage Situation around the Seismic Stations in the 2023 Noto Region Earthquake in Ishikawa Prefecture and Correspondence of Damage to Buildings with Strong Ground Motions Masashi SHIOMITSU; Shunsuke NAKAZAWA; Yuki SAKAI; Yukihiro HASEGWAKeito INAMI
      Journal of Japan Association for Earthquake Engineering 26: 2_228 (2026) Semantic Scholar
  3. 3. Umemura,H.,Sakai,Y.and Minami,T.,Estimation of Response of Structures Under Near-Field Ground Motions Considering Inhomogeneous Faulting, 境, 有紀
      Proceedings of the 12th World Conference on Earthquake Engineering, 2000. (2025)
  4. 4. 境有紀，構造物被害と地振動－どういう性質の地震動が大きな被害をもたらすか－ 境, 有紀
      日本地震学会研究討論会 より信頼度と精度の高い強震動予測をめざして，1999． (2025)
  5. 5. 境有紀，地震動の破壊力－どういう性質の地震動が大きな被害を もたらすか－,大加速度(速度)強震動の成因解明と強震動－地震被害との相互連関性に関する研究， 境, 有紀
      平成8-10年度東京大学地震研究所特定共同研究(B)報告書，7-18，1999. (2025)
  6. 6. 境有紀，南忠夫，壁谷澤寿海，性能評価型設計法における地震荷重のための地震動の単純化， 境, 有紀
      第1回日米鉄筋コンクリート造建物の性能評価型設計法に関するワークショップ，1999. (2025)
  7. 7. 被害地震における強震動の破壊力 境, 有紀
      多次元入力地震動と構造物の応答、40-44, 1998 (2025)
  8. 8. 鉄筋コンクリート建物の終局強度型耐震設計法、1990 境, 有紀
      技報堂出版 (2025)
  9. 9. Characteristics of strong ground motions which affect damages to building 境, 有紀
      Proceedings of the second symposium on the disaster by near-field earthquake, 231-234, 1997 (2025)
  10. 10. Destructive Power of Strong Ground Motions with Level Ground Acceleration, Proceedings of the Eleventh World Conference Earthquake Engineering (CD-ROM) 境, 有紀
      International Association of Earthquake Engineering, 1996. (2025)
  11. 11. Destructive power of strong ground motions by great earthquake 境, 有紀
      Structural performances under multi-dimensional earthquake ground motions, 40-44, 1998 (2025)
  12. 12. Effect of strength degradation by cyclic loading on seismic responses of reinforced concrete structures 境, 有紀
      Proceedings and comettee reports, Symposium on the cyclic failing performance in the plastic region: aiming at prevention of the collapse of structures by excessive seismic input, 52-61, 1998 (2025)
  13. 13. Equivalent soil shear wave velocity for estimation of soil-structure interaction 境, 有紀
      Proceedings of the second symposium on the disaster by near-field earthquake, 247-248, 1997 (2025)
  14. 14. Estimation of near fault ground motion considering inhomogeneous faulting 境, 有紀
      Proceedings of the third symposium on the disaster by near-field earthquake, 115-118, 1998 (2025)
  15. 15. Extremely Large Potential Destructiveness of the Ground Motions Measured in the 1995 Kobe Earthquake in Japan, Proceedings of the Eleventh World Conference on Earthquake Engineering (CD-ROM) 境, 有紀
      International Association of Earthquake Engineering, 1996. (2025)
  16. 16. H.Umemura, Y.Sakai and T.Minami, Basic characteristics of near fault ground motions for earthquake resistant design: Destructive power of near fault ground motions, 境, 有紀
      Proceedings of the fourth symposium on the disaster by near-field earthquake, 485-488, 1999. (2025)
  17. 17. Relation between damages to RC buildings caused by the 1993 Kushiro-oki earthquake and characteristics of recorded strong motions 境, 有紀
      Proceedings of the Japan Concrete Institute, Vol, 16, No2, 1307-1312, 1994 (2025)
  18. 18. Relation between effect of soil-structure interation and earthquake response spectrum 境, 有紀
      Proceeding of the second symposium on the disaster by near-field earthquake, 249-252, 1997 (2025)
  19. 19. Y.Sakai,T.Minami and T.Kabeyama,Simplification of strong ground motions for loading in performance-based seismic degign, 境, 有紀
      The first US-Japan workshop on performance-based design methodology for reinforced concrete building structures, 1999. (2025)
  20. 20. Y.Sakai, T.Minami and T.Kabeyasawa, Simplification of strong ground motions for loading in performance-based seismic design, 境, 有紀
      Proceedings of the fourth symposium on the disaster by near-field earthquake, 481-484, 1999. (2025)
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  1. 1. 最新の地盤震動研究を活かした強震波形の作成法 境, 有紀
    日本建築学会 2008年1月
  2. 2. 鉄筋コンクリート造建物の耐震性能評価指針(案)・同解説 境, 有紀
    日本建築学会 2004年1月
  3. 3. 地震の事典 境, 有紀
    朝倉書店 2001年1月
  4. 4. 多次元入力地震動と構造物の応答 境, 有紀
    日本建築学会 1998年1月
  5. 5. 地震荷重－地震動の予測と建築物の応答 境, 有紀
    日本建築学会 1992年1月
  6. 6. 鉄筋コンクリート建物の終局強度型耐震設計法 境, 有紀
    技報堂出版 1990年1月

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