| Equivalent-input-disturbance approach to active structural control for seismically excited buildings K Miyamoto, J She, J Imani, X Xin, D Sato Engineering Structures 125, 392-399, 2016 | 56 | 2016 |
| Automatic determination of LQR weighting matrices for active structural control K Miyamoto, J She, D Sato, N Yasuo Engineering Structures 174, 308-321, 2018 | 51 | 2018 |
| A new performance index of LQR for combination of passive base isolation and active structural control K Miyamoto, D Sato, J She Engineering Structures 157, 280-299, 2018 | 51 | 2018 |
| A spectrum for estimating the maximum control force for passive-base-isolated buildings with LQR control D Sato, Y Chen, K Miyamoto, J She Engineering Structures 199, 2019 | 25 | 2019 |
| Disturbance rejection and performance analysis for nonlinear systems based on nonlinear equivalent-input-disturbance approach X Yin, J She, M Wu, D Sato, K Hirota Nonlinear Dynamics 100 (4), 3497-3511, 2020 | 22 | 2020 |
| 粘弾性ダンパーの振動数依存性が風応答に与える影響 佐藤大樹， 笠井和彦， 田村哲郎 日本建築学会構造系論文集, 75-82, 2009 | 19 | 2009 |
| Disturbance rejection using SMC-based-equivalent-input-disturbance approach X Yin, J She, M Wu, D Sato, K Ohnishi Applied Mathematics and Computation 418 (1), 126839, 2022 | 18 | 2022 |
| 継続時間が長い外乱での温度上昇と熱伝導・伝達を考慮した粘弾性ダンパーの解析手法 笠井和彦， 佐藤大樹， 黄一華 日本建築学会構造系論文集, 61-69, 2006 | 17 | 2006 |
| Evaluation method for practical application of viscoelastic damper using equivalent sinusoidal waveforms of long-duration random excitations in along- and across-wind directions D Sato, DM Osabel, K Kasai Engineering Structures, 254, 113735, 2022 | 13 | 2022 |
| Estimating the maximum response and maximum control force for high-rise base-isolated buildings with active structural control in along-wind direction Y Chen, D Sato, K Miyamoto, J She Engineering Structures 216, 2020 | 12 | 2020 |
| New spectra of responses and control force for design of equivalent-input-disturbance-based active structural control of base-isolated buildings K Miyamoto, D Sato, J She, Y Chen, QL Han Journal of Sound and Vibration 501 (1), 2021 | 11 | 2021 |
| 実効変形を考慮した履歴減衰型制振部材を有する鋼構造建物のエネルギーの釣合に基づく応答予測法 栗林晃司， 佐藤大樹， 北村春幸， 山口路夫， 西本晃治 日本建築学会構造系論文集 76 (661), 543-552, 2011 | 11 | 2011 |
| 長周期地震動を受ける鋼構造超高層建物のエネルギー吸収と分担率 －部分切り出し架構に対するE-ディフェンス振動台実験－ 佐藤大樹， 島田侑， 大内隼人， 長江拓也， 北村春幸， 福山國夫， 梶原浩一， ... 日本建築学会構造系論文集 75 (653), 1217-1226, 2010 | 11 | 2010 |
| 履歴ダンパーを有する超高層弾性架構の実効変形比に着目した制振性能評価 古谷慶， 添田幸平， 佐藤大樹， 北村春幸， 石井正人， 吉江慶祐， 宮崎充， ... 構造工学論文集 58, 197-207, 2012 | 10 | 2012 |
| 長時間ランダム振動時の粘弾性ダンパーの特性および正弦波による評価手法 佐藤大樹， 笠井和彦 構造工学論文集 53 (B), 67-74, 2007 | 10 | 2007 |
| Response-spectrum-based design method for active base-isolated buildings with viscous dampers and hysteretic dampers Y Chen, D Sato, K Miyamoto, J She Mechanical Systems and Signal Processing 180, 109413, 2022 | 9 | 2022 |
| Active Structural Control of Base-Isolated Building Using Equivalent-Input-Disturbance Approach with Reduced-Order State Observer K Miyamoto, J She, S Nakano, D Sato, Y Chen Journal of Dynamic Systems, Measurement, and Control, 2022 | 9 | 2022 |
| 実大震動台実験における高層鉄骨造建物の地震損傷検知 尾野勝， 金澤健司， 飯野夏輝， 佐藤大樹， 北村春幸， 長江拓也 日本建築学会構造系論文集 76 (662), 755-783, 2011 | 9 | 2011 |
| 超高層建物の下層階に部分配置する履歴型ダンパーの効果と影響に関する検討 －長周期地震動を想定した耐震改修－ 島田侑， 佐藤大樹， 長江拓也， 北村春幸， 福山國夫， 梶原浩一， 井上貴仁， ... 日本建築学会構造系論文集 75 (649), 549-557, 2010 | 9 | 2010 |
| Dynamic response characterization and simplified analysis methods for viscoelastic dampers considering heat transfer K Kasai, DM Osabel, D Sato Earthquake Engineering & Structural Dynamics, 2022 | 8 | 2022 |
Jinhua She, Professor, IEEE FellowTokyo University of TechnologyVerified email at stf.teu.ac.jp
