| 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 | 161 | 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 | 142 | 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 | 87 | 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 | 70 | 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 | 57 | 2014 |
| 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 | 49 | 2023 |
| Experimental study on buckling restrained braces Y Koetaka, H Narihara, O Tsujita Proceedings of the Sixth Pacific Structural Steel Conference, Beijing, China …, 2001 | 49 | 2001 |
| Hybrid self-centering braces with NiTi-SMA U-shaped and frequency-dependent viscoelastic dampers for structural and nonstructural damage control S Hu, Y Koetaka, ZP Chen, S Zhu, MS Alam Engineering Structures 308, 117920, 2024 | 38 | 2024 |
| 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 | 36 | 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 | 36* | 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 | 32* | 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 | 26 | 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 | 23 | 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 | 22 | 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 | 18* | 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 | 18* | 2009 |
| 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 | 15 | 2020 |
| 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 |
| 方杖ダンパーの座屈拘束設計と性能確認実験 百野泰樹， 聲高裕治， 井上一朗， 諸岡繁洋 鋼構造論文集 12 (45), 233-241, 2005 | 14* | 2005 |
