| Seismic performance of controlled spine frames with energy-dissipating members T Takeuchi, X Chen, R Matsui Journal of Constructional Steel Research 114, 51-65, 2015 | 107 | 2015 |
| Seismic behavior and strength capacity of steel tube‐reinforced concrete composite columns X Ji, H Kang, X Chen, J Qian Earthquake engineering & structural dynamics 43 (4), 487-505, 2014 | 93 | 2014 |
| Simplified design procedure for controlled spine frames with energy-dissipating members X Chen, T Takeuchi, R Matsui Journal of Constructional Steel Research 135, 242-252, 2017 | 31 | 2017 |
| Buckling-restrained brace using round steel bar cores restrained by inner round steel tubes and outer square steel tube JAS Mateus, H Tagawa, X Chen Engineering Structures 197, 109379, 2019 | 27 | 2019 |
| Bolted beam-to-column connection with buckling-restrained round steel bar dampers H Tagawa, Y Nagoya, X Chen Journal of Constructional Steel Research 169, 106036, 2020 | 22 | 2020 |
| Seismic performance and evaluation of controlled spine frames applied in high-rise buildings X Chen, T Takeuchi, R Matsui Earthquake Spectra 34 (3), 1431-1458, 2018 | 20 | 2018 |
| Seismic performance of steel frame structure adopting parallel spine frames with elastic braces X Chen, H Tagawa, JAS Mateus Engineering Structures 267, 114640, 2022 | 10 | 2022 |
| Steel rigid beam-to-column connections strengthened by buckling-restrained knee braces using round steel core bar dampers T Munkhunur, H Tagawa, X Chen Engineering Structures 250, 113431, 2022 | 7 | 2022 |
| Buckling-restrained steel bar damper for spine frame system JAS Mateus, H Tagawa, X Chen Engineering Structures 229, 111593, 2021 | 6 | 2021 |
| Seesaw-twisting system with cylindrical steel slit damper for vibration control of structures S Feng, H Tagawa, X Chen Structures 50, 1376-1390, 2023 | 5 | 2023 |
| Study on buckling-restrained braces using multiple round steel core bars S Zhang, H Tagawa, X Chen Journal of Constructional Steel Research 199, 107573, 2022 | 5 | 2022 |
| Super elastic system using parallel spine frames with steel braces X Chen, H Tagawa Earthquake Engineering & Structural Dynamics 50 (3), 974-994, 2021 | 3 | 2021 |
| 種々のエネルギー吸収部材付き心棒架構の耐震性能 竹内徹， 陳星辰， 松井良太 日本建築学会構造系論文集 79 (706), 1941-1949, 2014 | 3 | 2014 |
| Beam-to-column connection with double-stage yield buckling-restrained steel bar dampers Y Liu, X Chen, H Tagawa Journal of Constructional Steel Research 212, 108278, 2024 | 2 | 2024 |
| Seismic performance of steel structures with seesaw-twisting system using cylindrical steel slit damper S Feng, H Tagawa, X Chen Structures 58, 105422, 2023 | 2 | 2023 |
| Seesaw-arm energy dissipation system with U-shaped steel dampers YS Tea, H Tagawa, X Chen Structures 57, 105143, 2023 | 2 | 2023 |
| Seismic performance of various spine frames with energy dissipation members X Chen, T Takeuchi, R Matsui 8th Int. Conf. Behavior of Steel Structures in Seismic Areas, 826-833, 2015 | 2 | 2015 |
| Experimental Study of Cylindrical Steel Slit Damper for Passive Energy Dissipation S Feng, H Tagawa, X Chen International Civil Engineering and Architecture Conference, 365-373, 2023 | 1 | 2023 |
| Seismic performance of rocking‐delayed spine frame system with base initial gaps X Chen, H Tagawa Earthquake Engineering and Resilience 2 (1), 131-157, 2023 | 1 | 2023 |
| Rocking‐delayed spine system for improving seismic performance of building structures X Chen, H Tagawa Proceedings of the seventeenth World Conference on Earthquake Engineering …, 2020 | 1 | 2020 |
松井良太 / Ryota MatsuiAsscoiate Professor, Graduate School of Engineering, Hokkaido University在 eng.hokudai.ac.jp 的电子邮件经过验证
