| Potential of superelastic Cu–Al–Mn alloy bars for seismic applications Y Araki, T Endo, T Omori, Y Sutou, Y Koetaka, R Kainuma, K Ishida Earthquake Engineering & Structural Dynamics 40 (1), 107-115, 2011 | 154 | 2011 |
| Mechanical property of beam-to-column moment connection with hysteretic dampers for column weak axis Y Koetaka, P Chusilp, Z Zhang, M Ando, K Suita, K Inoue, N Uno Engineering structures 27 (1), 109-117, 2005 | 136 | 2005 |
| Feasibility of Cu–Al–Mn superelastic alloy bars as reinforcement elements in concrete beams KC Shrestha, Y Araki, T Nagae, Y Koetaka, Y Suzuki, T Omori, Y Sutou, ... Smart Materials and Structures 22 (2), 025025, 2013 | 77 | 2013 |
| Shaking table tests of steel frame with superelastic Cu–Al–Mn SMA tension braces Y Araki, KC Shrestha, N Maekawa, Y Koetaka, T Omori, R Kainuma Earthquake Engineering & Structural Dynamics 45 (2), 297-314, 2016 | 66 | 2016 |
| Feasibility of tension braces using Cu–Al–Mn superelastic alloy bars Y Araki, N Maekawa, KC Shrestha, M Yamakawa, Y Koetaka, T Omori, ... Structural Control and Health Monitoring 21 (10), 1304-1315, 2014 | 52 | 2014 |
| Experimental study on buckling restrained braces Y Koetaka, H Narihara, O Tsujita Proceedings of the Sixth Pacific Structural Steel Conference, Beijing, China …, 2001 | 44 | 2001 |
| Frequency independent damped outrigger systems for multi‐mode seismic control of super tall buildings with frequency independent negative stiffness enhancement M Wang, FF Sun, Y Koetaka, L Chen, S Nagarajaiah, XL Du Earthquake Engineering & Structural Dynamics 52 (9), 2731-2754, 2023 | 36 | 2023 |
| Criteria of buckling-restrained braces to prevent out-of-plane buckling Y Koetaka, T Kinoshita, K Inoue, K Iitani Proceedings of 14th World Conference on Earthquake Engineering, 2008 | 34 | 2008 |
| 接合部を含む座屈拘束ブレースの構面外座屈荷重 天畠秀秋， 聲高裕治， 井上一朗 日本建築学会構造系論文集 69 (581), 127-134, 2004 | 34* | 2004 |
| 接合部を含む座屈拘束ブレースの構面外座屈防止条件 木下智裕， 聲高裕治， 井上一朗， 飯谷邦祐 日本建築学会構造系論文集 72 (621), 141-148, 2007 | 29* | 2007 |
| Cyclic behavior of panel zone in beam-column subassemblies subjected to bidirectional loading Y Wang, R Arakida, I Chan, Y Koetaka, T Nakano Journal of Constructional Steel Research 143, 32-45, 2018 | 21 | 2018 |
| Experimental verification of design criteria of knee brace damper Y Koetaka, Y Byakuno, K Inoue Proc., 8th Taiwan-Korea-Japan joint seminar on earthquake engineering for …, 2006 | 21 | 2006 |
| Ductility demand of bilinear hysteretic systems with large post-yield stiffness: Spectral model and application in the seismic design of dual-systems Y Xiang, Y Koetaka Engineering Structures 187, 504-517, 2019 | 19 | 2019 |
| Collapse behavior of 18-story steel moment frame on shaking table test under long period ground motion J Kubota, M Takahashi, Y Suzuki, Y Sawamoto, Y Koetaka, J Iyama, ... Journal of Structural and Construction Engineering (Transactions of AIJ) 83 …, 2018 | 16* | 2018 |
| Design criteria of buckling-restrained brace to prevent out-of-plane buckling Y Koetaka, T Kinoshita Journal of Structural and Construction Engineering 74 (641), 1371-1378, 2009 | 16* | 2009 |
| Single-story steel structure with LVEM-isolated floor: Elastic seismic performance and design response spectrum Y Xiang, Y Koetaka, N Okuda Engineering Structures 196, 109314, 2019 | 15 | 2019 |
| Out-of-plane stiffness and yield strength of cruciform connection for buckling-restrained brace T Kinoshita, Y Koetaka, K Inoue, K Iitani J. Struct. Constr. Eng 632, 1865-1873, 2008 | 14* | 2008 |
| 鋼構造強柱偏心立体骨組におけるエネルギー消費部材の必要塑性変形能力: 1 層 1 スパン耐力偏心骨組 聲高裕治， 井上一朗 日本建築学会構造系論文集 64 (524), 125-132, 1999 | 14 | 1999 |
| Elasto-plastic behavior of weak-panel beam-column joints with RC slabs under bidirectional loading Y Wang, Y Koetaka, I Chan, T Nakano Journal of Constructional Steel Research 168, 105880, 2020 | 12 | 2020 |
| 角形鋼管柱を有する鋼構造立体骨組の地震応答に及ぼす入力方向と柱梁耐力比の影響 陳逸鴻， 聲高裕治， 吹田啓一郎 日本建築学会構造系論文集 80 (717), 1773-1783, 2015 | 12* | 2015 |
